[go: up one dir, main page]
More Web Proxy on the site http://driver.im/
You seem to have javascript disabled. Please note that many of the page functionalities won't work as expected without javascript enabled.
 
 
Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Journals

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Article Types

Countries / Regions

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Search Results (3,146)

Search Parameters:
Keywords = polypropylene

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
30 pages, 4441 KiB  
Review
A Review on the Effect of Synthetic Fibres, Including Macro Fibres, on the Thermal Behaviour of Fibre-Reinforced Concrete
by Peyman Mehrabi, Ulrike Dackermann, Rafat Siddique and Maria Rashidi
Buildings 2024, 14(12), 4006; https://doi.org/10.3390/buildings14124006 - 17 Dec 2024
Abstract
The mechanical properties of concrete degrade rapidly when exposed to elevated temperatures. Adding fibres to concrete can enhance its thermal stability and residual mechanical characteristics under high-temperature conditions. Various types of fibres, including steel, synthetic and natural fibres, are available for this purpose. [...] Read more.
The mechanical properties of concrete degrade rapidly when exposed to elevated temperatures. Adding fibres to concrete can enhance its thermal stability and residual mechanical characteristics under high-temperature conditions. Various types of fibres, including steel, synthetic and natural fibres, are available for this purpose. This paper provides a comprehensive review of the impact of synthetic fibres on the performance of fibre-reinforced concrete at high temperatures. It evaluates conventional synthetic fibres, including polypropylene (PP), polyethylene (PE), and polyvinyl alcohol (PVA) fibres, as well as newly emerging macro fibres that improve concrete’s fire resistance properties. The novelty of this review lies in its focus on macro fibres as a promising alternative to conventional synthetic fibres. The findings reveal that PE fibres significantly influence the residual mechanical properties of fibre-reinforced concrete at high temperatures. Although PVA fibres may reduce compressive strength at elevated temperatures, they help reduce micro-cracking and increase flexibility and flexural strength. Finally, this review demonstrates that while conventional synthetic fibres are effective in limiting fire-induced damage, macro fibres offer enhanced benefits, including improved toughness, energy absorption, durability, corrosion resistance, and post-cracking capacity. This study provides valuable insights for developing fibre-reinforced concrete with superior high-temperature performance. Steel fibres offer superior strength but are prone to corrosion and spalling, while PP fibres effectively reduce explosive spalling but provide limited strength improvement. PE fibres enhance flexural performance, and PVA fibres improve tensile strength and shrinkage control, although their performance decreases at high temperatures. Macro fibres stand out for their post-cracking capacity and toughness, offering a lightweight alternative with better overall durability. Full article
Show Figures

Figure 1

Figure 1
<p>Typical images of (<b>a</b>) PP, (<b>b</b>) PE, and (<b>c</b>) PVA fibres [<a href="#B31-buildings-14-04006" class="html-bibr">31</a>,<a href="#B34-buildings-14-04006" class="html-bibr">34</a>,<a href="#B36-buildings-14-04006" class="html-bibr">36</a>].</p>
Full article ">Figure 2
<p>The tensile/flexural strength enhancement index/strength of PP (macro/micro) fibre-reinforced concrete (data adopted from [<a href="#B11-buildings-14-04006" class="html-bibr">11</a>,<a href="#B42-buildings-14-04006" class="html-bibr">42</a>]).</p>
Full article ">Figure 3
<p>The tensile/flexural strength enhancement index/strength of PVA (macro/micro) fibre-reinforced concrete (data adopted from [<a href="#B51-buildings-14-04006" class="html-bibr">51</a>,<a href="#B52-buildings-14-04006" class="html-bibr">52</a>,<a href="#B53-buildings-14-04006" class="html-bibr">53</a>,<a href="#B54-buildings-14-04006" class="html-bibr">54</a>,<a href="#B55-buildings-14-04006" class="html-bibr">55</a>]).</p>
Full article ">Figure 4
<p>Improvement index/strength of the tensile/flexural strength of PE (macro/micro) fibre-reinforces concrete (data adopted from [<a href="#B56-buildings-14-04006" class="html-bibr">56</a>,<a href="#B57-buildings-14-04006" class="html-bibr">57</a>,<a href="#B58-buildings-14-04006" class="html-bibr">58</a>]).</p>
Full article ">Figure 5
<p>Flexural load–deflection behaviour of fibre-reinforced concrete with 1.0% PE fibres at different temperatures [<a href="#B31-buildings-14-04006" class="html-bibr">31</a>].</p>
Full article ">Figure 6
<p>(<b>a</b>) Residual compressive strength changes and (<b>b</b>) residual stiffness changes in PVA and non-fibre ECC mixtures exposed to different temperatures [<a href="#B72-buildings-14-04006" class="html-bibr">72</a>].</p>
Full article ">Figure 7
<p>(<b>a</b>) Flexural strength and (<b>b</b>) compressive strength of PVA concrete composites with varying fibre contents and at different temperatures [<a href="#B21-buildings-14-04006" class="html-bibr">21</a>].</p>
Full article ">Figure 7 Cont.
<p>(<b>a</b>) Flexural strength and (<b>b</b>) compressive strength of PVA concrete composites with varying fibre contents and at different temperatures [<a href="#B21-buildings-14-04006" class="html-bibr">21</a>].</p>
Full article ">Figure 8
<p>Crack propagation of PVA strain hardening cement-based composites subjected to applied loadings at different temperatures [<a href="#B88-buildings-14-04006" class="html-bibr">88</a>].</p>
Full article ">Figure 9
<p>The fractured texture of PVA strain hardening cement-based composites before and after heating up to 250 °C [<a href="#B88-buildings-14-04006" class="html-bibr">88</a>].</p>
Full article ">Figure 10
<p>Typical macro fibres: (<b>a</b>) macro fibre, (<b>b</b>) macro fibre MQ58, (<b>c</b>) macro fibre R65 [<a href="#B8-buildings-14-04006" class="html-bibr">8</a>,<a href="#B24-buildings-14-04006" class="html-bibr">24</a>,<a href="#B39-buildings-14-04006" class="html-bibr">39</a>].</p>
Full article ">Figure 11
<p>(<b>a</b>) Environmental temperature tolerance and (<b>b</b>) absolute temperature tolerance at different curing ages of free shrinkage microfibre concrete composite samples [<a href="#B90-buildings-14-04006" class="html-bibr">90</a>].</p>
Full article ">Figure 12
<p>Trends in research publications on synthetic polymer fibres in concrete (2015–2024).</p>
Full article ">
19 pages, 3707 KiB  
Article
Development of an Automotive-Relevant Recycling Process for Paper Fiber-Reinforced Polypropylene Composites
by Cecile A. Grubb, Mahshid Mokhtarnejad, John Greene, John Misasi, David J. Keffer, Marton Kardos, Hendrik Mainka and David P. Harper
Recycling 2024, 9(6), 126; https://doi.org/10.3390/recycling9060126 - 17 Dec 2024
Abstract
The automotive industry is under growing pressure from regulatory agencies to improve the recyclability of its plastic components. Simultaneously, manufacturers are adopting natural fiber composites in vehicles to reduce their carbon footprint and decrease reliance on petroleum-based materials. This presents a challenge at [...] Read more.
The automotive industry is under growing pressure from regulatory agencies to improve the recyclability of its plastic components. Simultaneously, manufacturers are adopting natural fiber composites in vehicles to reduce their carbon footprint and decrease reliance on petroleum-based materials. This presents a challenge at vehicle end-of-life, however, as natural fiber-reinforced polymers are substantially more difficult to recycle than their unreinforced counterparts. This study investigated the development of a mechanical recycling process for paper fiber-reinforced polypropylene composites, focusing on the impact of injection molding parameters—specifically, injection temperature and rate—on the thermal, mechanical, and water uptake properties of the composites. The results showed that processing temperature had a greater influence on composite performance than injection rate, with some limited interaction effects between the two. Higher processing intensity damaged the paper fibers, increasing the number of nucleation sites and resulting in greater polypropylene crystallinity. These structural changes reduced tensile properties at higher intensities, while flexural properties improved. Objective function analysis was applied to identify optimal processing conditions, balancing these competing trends. Overall, the findings demonstrate that paper fiber-reinforced polypropylene composites can be recycled into automotive-relevant injection molding compounds using conventional plastic manufacturing techniques, though careful tuning of processing parameters is essential to achieve optimal performance. Full article
Show Figures

Figure 1

Figure 1
<p>Overview of the manufacturing process used in this research. Step 1 the represents production of virgin paper composites, while steps 2–4 represent the recycling process.</p>
Full article ">Figure 2
<p>Thermal properties of injection-molded samples: (<b>A</b>) Melting temperatures of the 1st heat cycle, (<b>B</b>) melting enthalpies for the 1st heating cycle, (<b>C</b>) recrystallization temperatures, (<b>D</b>) recrystallization enthalpies, (<b>E</b>) melting temperatures of the 2nd heat cycle, and (<b>F</b>) melting enthalpies for the 2nd heating cycle.</p>
Full article ">Figure 3
<p>Example spectra of T230−I2 with relevant peaks identified.</p>
Full article ">Figure 4
<p>Ratio of intensities of various peaks to intensity of the C−CH3 peak at 2917 cm<sup>−1</sup>. Trends are shown only for samples molded at an injection rate of 2 in<sup>3</sup>/s, as they are representative of other injection rates.</p>
Full article ">Figure 5
<p>Mechanical properties of injection-molded specimens: (<b>A</b>) ultimate tensile strength, (<b>B</b>) flexural strength, (<b>C</b>) Young’s modulus, (<b>D</b>) flexural modulus, (<b>E</b>) tensile strain at break and (<b>F</b>) flexural strain at maximum stress. Different letters (i.e., a, b, c, d, and e) designate statistically different data sets at <span class="html-italic">p</span> &lt; 0.05.</p>
Full article ">Figure 6
<p>Example of DSC curve of paper-reinforced polypropylene composites to illustrate how enthalpies and temperatures were measured for each sample. The 2nd heating cycle does not show the integration enthalpy for clarity.</p>
Full article ">
16 pages, 4552 KiB  
Article
Effective Multi-Layered Structure Design with Carbon-Based Hybrid Polymer Nanocomposites Using Evolutionary Algorithms
by Javed Syed
J. Compos. Sci. 2024, 8(12), 537; https://doi.org/10.3390/jcs8120537 - 17 Dec 2024
Viewed by 67
Abstract
Electromagnetic wave-absorbing materials (EMAMs) and structures are crucial in aerospace and electronic communications due to their ability to absorb electromagnetic waves. The development of materials that are lightweight, sustainable, and cost-effective, exhibiting high-performance absorption across a broad frequency spectrum, is therefore important. However, [...] Read more.
Electromagnetic wave-absorbing materials (EMAMs) and structures are crucial in aerospace and electronic communications due to their ability to absorb electromagnetic waves. The development of materials that are lightweight, sustainable, and cost-effective, exhibiting high-performance absorption across a broad frequency spectrum, is therefore important. However, homogeneous electromagnetic absorbing materials require assistance to meet all these criteria. Therefore, developing multi-layer absorbing coatings is essential for enhancing performance. The present study uses 21 different composites of varying weight fractions of polypropylene, graphene nanoplatelets, and multiwall carbon nanotubes nanocomposites to develop multi-layer absorbing materials and optimize their performance. These multi-layer carbon polymer nanocomposites were meticulously constructed using evolutionary algorithms like Non-sorted Genetic Algorithm-II and Particle Swarm Optimization to achieve ultra-broadband electromagnetic wave absorption capabilities. Among the designed electromagnetic absorbing materials, a two-layer model, i.e., 1.5 wt% MWCNT/PP/epoxy with a thickness of 1.052 mm and 2.7% GNP/PP/epoxy with a thickness of 4.456 mm totaling 5.506 mm, was identified as optimal using NSGA-II. The structure has exhibited exceptional absorption performance with a minimum reflection loss of −21 dB and a qualified bandwidth extending to 4.2 GHz. PSO validated and optimized this structure, confirming NSGA-II’s efficiency and effectiveness in quickly obtaining optimal solutions. This broadband absorber design combines the structure design and material functioning through additive manufacturing, allowing it to absorb well over a wide frequency range. Full article
(This article belongs to the Section Nanocomposites)
Show Figures

Figure 1

Figure 1
<p>Schematic representation of multi-layered structure.</p>
Full article ">Figure 2
<p>Workflow of NSGA-II.</p>
Full article ">Figure 3
<p>PSO flowchart.</p>
Full article ">Figure 4
<p>XRD Analysis of (<b>a</b>) GNP/PP composites and (<b>b</b>) MWCNT/PP composite.</p>
Full article ">Figure 5
<p>FESEM analysis of (<b>a</b>) PP, (<b>b</b>) GNP, (<b>c</b>) GNP/PP composite, (<b>d</b>,<b>e</b>) MWCNT with different magnifications.</p>
Full article ">Figure 6
<p>TEM analysis of (<b>a</b>) GNP and (<b>b</b>) GNP/PP composite.</p>
Full article ">Figure 7
<p>Variation of (<b>a</b>) Real part and (<b>b</b>) Imaginary parts of complex relative permittivity (<b>c</b>) Real part and (<b>d</b>) Imaginary parts of complex relative permeability of PP-GNP composites in X-band.</p>
Full article ">Figure 8
<p>Variation of (<b>a</b>) Real part of complex relative Permittivity and (<b>b</b>) Imaginary part of complex relative permittivity of PP/MWCNT nanocomposite in X-band.</p>
Full article ">Figure 9
<p>Pareto front for different layers composed of GNP/PP and MWCNT/PP using NSGA in X-band. (<b>a</b>) 2 layered; (<b>b</b>) 3 layered; (<b>c</b>) 4 layered; (<b>d</b>) 5 layered; (<b>e</b>) 6 layered.</p>
Full article ">Figure 10
<p>Optimized RL for different layers composed of GNP/PP and MWCNT/PP using NSGA—II.</p>
Full article ">Figure 11
<p>RL data comparison for 2 layers composed of GNP/PP and MWCNT/PP using NSGA—II and PSO in X-band.</p>
Full article ">
15 pages, 6547 KiB  
Article
Green Recycling for Polypropylene Components by Material Extrusion
by Roberto Spina and Nicola Gurrado
Polymers 2024, 16(24), 3502; https://doi.org/10.3390/polym16243502 - 16 Dec 2024
Viewed by 299
Abstract
High volumetric shrinkage and rheological behavior of polypropylene (PP) are the main problems that make material extrusion (MEX) uncommon for this material. The complexity is raised when recycled materials are used. This research covered different aspects of the MEX process of virgin and [...] Read more.
High volumetric shrinkage and rheological behavior of polypropylene (PP) are the main problems that make material extrusion (MEX) uncommon for this material. The complexity is raised when recycled materials are used. This research covered different aspects of the MEX process of virgin and recycled PP, from the analysis of rough materials to the mechanical evaluation of the final products. Two types of virgin PP (one in pellet and the other in filament form) and one recycled PP were analyzed. Thermal characterization and rheological analysis of these materials were initially employed to understand the peculiar properties of all investigated PP and set filament extrusion. The 3D parts were then printed using processed filaments to check fabrication quality through visual analysis and mechanical tests. A well-structured approach was proposed to encompass the limitations of PP 3D printing by accurately evaluating the influence of the material properties on the final part performance. The results revealed that the dimensional and mechanical performances of the recycled PP were comparable with the virgin filament commonly employed in MEX, making it particularly suitable for this application. Full article
Show Figures

Graphical abstract

Graphical abstract
Full article ">Figure 1
<p>Study flowchart.</p>
Full article ">Figure 2
<p>Thermograms of heating (<b>a</b>) and cooling (<b>b</b>) phase.</p>
Full article ">Figure 3
<p>SABIC PP and LDPE spectra.</p>
Full article ">Figure 4
<p>SABIC PP and rPP spectra.</p>
Full article ">Figure 5
<p>Master curves at 250 °C.</p>
Full article ">Figure 6
<p>3devo filament maker scheme.</p>
Full article ">Figure 7
<p>Diameter variations.</p>
Full article ">Figure 8
<p>Specimens (all dimensions in mm).</p>
Full article ">Figure 9
<p>Specimen types.</p>
Full article ">Figure 10
<p>Evaluation deviation map of the cubes (ISO view and plane view) and separation from the substrate (Side View).</p>
Full article ">Figure 11
<p>Tensile test results.</p>
Full article ">
29 pages, 12203 KiB  
Article
Features of the Reinforcement–Soil Interfacial Effect in Fiber-Reinforced Soil Based on Pullout Tests
by Dingkan Xiao, Jun Zhang, Wei Xu, Jiang Wang, Nianyuan Qiu, Juan Wu, Huiyan Ling, Bo Qu and Zhihua Yao
Constr. Mater. 2024, 4(4), 810-838; https://doi.org/10.3390/constrmater4040044 - 16 Dec 2024
Viewed by 144
Abstract
To investigate the reinforcement–soil interfacial effects in fiber-reinforced soil, this study developed a novel horizontal pullout tester and conducted pullout tests on coarse polypropylene fibers in plain soil, cemented soil, and fine fiber-reinforced cemented soil. Three soil types were analyzed: low liquid limit [...] Read more.
To investigate the reinforcement–soil interfacial effects in fiber-reinforced soil, this study developed a novel horizontal pullout tester and conducted pullout tests on coarse polypropylene fibers in plain soil, cemented soil, and fine fiber-reinforced cemented soil. Three soil types were analyzed: low liquid limit clay, high liquid limit clay, and clay sand. The pullout tester proved to be both scientifically robust and efficient. Depending on the soil properties, coarse polypropylene fibers were pulled out intact or fractured. The pullout curves displayed distinct multi-peak patterns, with wavelengths closely linked to the fiber’s intrinsic characteristics. The pullout curve wavelength for plain soil matched the fiber’s intrinsic wavelength, while it was slightly greater in cemented soils. The peak pullout force increased with extended curing periods, higher cement content, more excellent compaction, and the addition of fine polypropylene fibers. Among these factors, compaction had the most significant impact on enhancing the soil–fiber interfacial effect. Friction, cohesion, and fiber interweaving created interlocking effects, inhibiting fiber sliding. Cement hydration processes further deformed the fiber, increasing its friction coefficient and sliding resistance. Hydration products also fill soil voids, improving soil compactness, enlarging the fiber–soil contact area, and enhancing frictional and occlusal forces at the interface. Full article
Show Figures

Figure 1

Figure 1
<p>Morphologies of the three kinds of soil.</p>
Full article ">Figure 2
<p>Morphologies of fibers [<a href="#B27-constrmater-04-00044" class="html-bibr">27</a>].</p>
Full article ">Figure 3
<p>Direct tensile/pullout tester designed.</p>
Full article ">Figure 3 Cont.
<p>Direct tensile/pullout tester designed.</p>
Full article ">Figure 4
<p>Sample preparation mold. (<b>a</b>) Mold frame and bottom spacer; (<b>b</b>) dimensions of the mold frame and the upper spacer used in the direct tensile tests for sample preparation; (<b>c</b>) physical photo of the spacer used in the pullout tests for sample preparation; (<b>d</b>) dimensions of the spacer used in the pullout tests for sample preparation.</p>
Full article ">Figure 4 Cont.
<p>Sample preparation mold. (<b>a</b>) Mold frame and bottom spacer; (<b>b</b>) dimensions of the mold frame and the upper spacer used in the direct tensile tests for sample preparation; (<b>c</b>) physical photo of the spacer used in the pullout tests for sample preparation; (<b>d</b>) dimensions of the spacer used in the pullout tests for sample preparation.</p>
Full article ">Figure 5
<p>Morphology of the 3# spacer and the process of fiber embedding.</p>
Full article ">Figure 6
<p>The overall sample preparation process.</p>
Full article ">Figure 6 Cont.
<p>The overall sample preparation process.</p>
Full article ">Figure 7
<p>Fiber morphology and diameter measurement.</p>
Full article ">Figure 8
<p>Force analysis on the fiber in soil.</p>
Full article ">Figure 9
<p>Two typical morphologies in the fiber pullout tests.</p>
Full article ">Figure 10
<p>Two typical pullout curves of fiber.</p>
Full article ">Figure 11
<p>Pullout curve wavelength and determination of the fiber wavelength.</p>
Full article ">Figure 12
<p>Different morphologies of fiber wear.</p>
Full article ">Figure 13
<p>The relationship between the crest and trough drawing forces on the pullout curves.</p>
Full article ">Figure 14
<p>Morphological comparison of the uneven pits before and after fiber pullout.</p>
Full article ">Figure 15
<p>Two different breakage morphologies of the fiber.</p>
Full article ">Figure 16
<p>Variation laws of the crest and trough drawing forces with compaction degree on the pullout curves.</p>
Full article ">Figure 17
<p>Typical pullout curves of the coarse polypropylene fiber in the low-compaction cemented Xi’an and Sanya soil.</p>
Full article ">Figure 18
<p>Meso-morphology of worn fiber.</p>
Full article ">Figure 19
<p>Variation laws of the crest and trough drawing forces with the curing period on the pullout curves of the fiber in the cemented Korla soil.</p>
Full article ">Figure 20
<p>Variation laws of the crest and trough drawing forces with cement content on the pullout curves of the fiber in the cemented Korla soil.</p>
Full article ">Figure 21
<p>Variation laws of the crest and trough drawing forces with compaction degree on the pullout curves of the fiber in the cemented Korla soil.</p>
Full article ">Figure 22
<p>Typical pullout curves of the fiber in the cemented Korla soil samples.</p>
Full article ">Figure 23
<p>Typical morphology of a fiber pulled out from the cemented Korla soil.</p>
Full article ">Figure 24
<p>Variation laws of the crest and trough drawing forces with fiber content in fine polypropylene fiber-reinforced Korla cemented soil.</p>
Full article ">Figure 25
<p>Typical pullout curves of the coarse polypropylene fiber in the fine polypropylene fiber-reinforced Korla cemented soil.</p>
Full article ">Figure 26
<p>Typical morphology of the fiber pulled out from the fine polypropylene fiber-reinforced Korla cemented soil.</p>
Full article ">Figure 27
<p>Micromorphology and meso-morphology of the coarse and fine polypropylene fiber in plain soil.</p>
Full article ">Figure 28
<p>Micromorphology of fine polypropylene fiber in cemented soil.</p>
Full article ">Figure 29
<p>Micromorphology of fine polypropylene fiber in cemented soil. (<b>a</b>) Image of a fiber wrapped by cement hydration products; (<b>b</b>) schematic diagram of the anchorage zone.</p>
Full article ">
15 pages, 4004 KiB  
Article
Combining CFD and AI/ML Modeling to Improve the Performance of Polypropylene Fluidized Bed Reactors
by Nayef Ghasem
Fluids 2024, 9(12), 298; https://doi.org/10.3390/fluids9120298 - 16 Dec 2024
Viewed by 271
Abstract
Polypropylene is one of the most widely used polymers in various applications, ranging from packaging materials to automotive components. This paper proposes the Computational Fluid Dynamics (CFD) and AI/ML simulation of a polypropylene fluidized bed reactor to reduce reactor loss and facilitate process [...] Read more.
Polypropylene is one of the most widely used polymers in various applications, ranging from packaging materials to automotive components. This paper proposes the Computational Fluid Dynamics (CFD) and AI/ML simulation of a polypropylene fluidized bed reactor to reduce reactor loss and facilitate process understanding. COMSOL Multiphysics 6.2® solves a 2D multiphase CFD model for the reactor’s complex gas–solid interactions and fluid flows. The model is compared to experimental results and shows excellent predictions of gas distribution, fluid velocity, and temperature gradients. Critical operating parameters like feed temperature, catalyst feed rate, and propylene inlet concentration are all tested to determine their impact on the single-pass conversion of the reactor. The simulation simulates their effects on polypropylene yield and reactor efficiency. It also combines CFD with artificial intelligence and machine learning (AI/ML) algorithms, like artificial neural networks (ANN), resulting in a powerful predictive tool for accurately predicting reactor metrics based on operating conditions. The multifaceted CFD-AI/ML tool provides deep insight into improving reactor design, and it also helps save computing time and resources, giving industrial polypropylene plant growth a considerable lift. Full article
(This article belongs to the Special Issue Computational Modeling in Fluidization Engineering)
Show Figures

Figure 1

Figure 1
<p>Pilot plant for polypropylene production in a fluidized bed reactor (UNIPOL process) [<a href="#B24-fluids-09-00298" class="html-bibr">24</a>].</p>
Full article ">Figure 2
<p>The architecture of an artificial neural network has three inputs, two hidden layers, and one output layer.</p>
Full article ">Figure 3
<p>CFD simulation of the polypropylene pilot fluidized bed reactor, (<b>a</b>) physics-controlled mesh, (<b>b</b>) temperature profile, (<b>c</b>) velocity profile, and (<b>d</b>) monomer concentration profile.</p>
Full article ">Figure 4
<p>Comparison of pilot plant experimental data [<a href="#B24-fluids-09-00298" class="html-bibr">24</a>], with CFD model prediction for the change in reactor temperature on reactor single-pass conversion.</p>
Full article ">Figure 5
<p>Comparison of experimental data from pilot plant [<a href="#B24-fluids-09-00298" class="html-bibr">24</a>] and CFD predicted results.</p>
Full article ">Figure 6
<p>Training and validation loss over Epochs.</p>
Full article ">Figure 7
<p>Training data, predicted versus actual output.</p>
Full article ">Figure 8
<p>Testing data, predicted versus actual output.</p>
Full article ">Figure 9
<p>Validated data, predicted versus actual output.</p>
Full article ">
31 pages, 10953 KiB  
Article
Immobilization of Pb2+, CrO42−, Hg2+, and Cd2+ in Coal Fly Ash/PP-g-MHBP-Based Geopolymers
by Paola M. Fonseca Alfonso, Mercedes Díaz Lagos and Edwin A. Murillo
J. Compos. Sci. 2024, 8(12), 528; https://doi.org/10.3390/jcs8120528 - 14 Dec 2024
Viewed by 518
Abstract
Contamination by heavy metals (HMs) such as Pb, Cd, Cr, and Hg poses significant risks to the environment and human health owing to their toxicity and persistence. Geopolymers (GPs) have emerged as promising materials for immobilizing HMs and reducing their mobility through physical [...] Read more.
Contamination by heavy metals (HMs) such as Pb, Cd, Cr, and Hg poses significant risks to the environment and human health owing to their toxicity and persistence. Geopolymers (GPs) have emerged as promising materials for immobilizing HMs and reducing their mobility through physical encapsulation and chemical stabilization. This study explored the novel use of isotactic polypropylene functionalized in the molten state with maleinized hyperbranched polyol polyester (PP-g-MHBP) as an additive in coal fly ash (CFA)-based GPs to enhance HM immobilization. Various characterization techniques were employed, including compressive strength tests, XRD, ATR-FTIR, SEM-EDX, XPS analyses, and TCLP leaching tests, to assess immobilization effectiveness. These results indicate that although the addition of PP-g-MHBP does not actively contribute to the chemical interactions with HM ions, it acts as an inert filler within the GP matrix. CFA/PP-g-MHBP-based GPs demonstrated significant potential for Cd2+ immobilization up to 3 wt% under acidic conditions, although the retention of Pb2+, CrO42−, and Hg2+ varied according to the specific chemistry of each metal, weight percentage of the added metal, matrix structure, and regulatory standards. Notably, high immobilization percentages were achieved for CrO42− and Hg2+, although the leaching concentrations exceeded US EPA limits. These findings highlight the potential of CFA/PP-g-MHBP-based GPs for environmental applications, emphasizing the importance of optimizing formulations to enhance HM immobilization under varying conditions. Full article
Show Figures

Figure 1

Figure 1
<p>Schema of the preparation process for the CFA/PP-<span class="html-italic">g</span>-MHBP-based geopolymers.</p>
Full article ">Figure 2
<p>Volume and cumulative volume particle size distributions of CFA and PP-<span class="html-italic">g</span>-MHBP samples.</p>
Full article ">Figure 3
<p>XRD pattern of the CFA sample with internal standard.</p>
Full article ">Figure 4
<p>XRD patterns of (<b>a</b>) the CFA sample and GP1 specimen after 28 days of curing; (<b>b</b>) the GP specimens with 1.0 wt% of Pb<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, Hg<sup>2+</sup>, and Cd<sup>2+</sup> after 28 days of curing; (<b>c</b>) the GP specimens with 3.0 wt% of Pb<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, Hg<sup>2+</sup>, and Cd<sup>2+</sup> after 28 days of curing. The CFA pattern did not include internal standards.</p>
Full article ">Figure 5
<p>ATR-FTIR spectra of the CFA sample, the control GP specimen (GP1), and GP specimens containing (<b>a</b>) 1.0 wt% and (<b>b</b>) 3.0 wt% of Pb<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, Cd<sup>2+</sup>, and Hg<sup>2+</sup> after 28 days of curing.</p>
Full article ">Figure 6
<p>Effect of HM ion type and content on compressive strength and main transmittance minimum position in the GP specimens.</p>
Full article ">Figure 7
<p>SEM images of GPs after 28 days of curing, with 1.0 wt% and 3.0 wt% of (<b>a</b>,<b>b</b>) Pb<sup>2+</sup>, (<b>c</b>,<b>d</b>) CrO<sub>4</sub><sup>2−</sup>, (<b>e</b>,<b>f</b>) Hg<sup>2+</sup>, and (<b>g</b>,<b>h</b>) Cd<sup>2+</sup>, respectively.</p>
Full article ">Figure 8
<p>XPS survey spectra of GP1 and GP specimens containing 1 wt% Pb<sup>2+</sup>, Hg<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, and Cd<sup>2+</sup> after 28 days of curing.</p>
Full article ">Figure 9
<p>High-resolution XPS spectra of Si 2s, Si 2p, Al 2s, Al 2p, Na 2s, and Pb 4f peaks for the GP1 and GP specimens containing 1 wt% Pb<sup>2+</sup>, Hg<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, and Cd<sup>2+</sup> after 28 days of curing.</p>
Full article ">Figure 10
<p>Effects of Pb<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, Hg<sup>2+</sup>, and Cd<sup>2+</sup> content on the concentration in the TCLP extract, percentage of immobilization, and compressive strength of GP specimens after 28 days of curing: (<b>a</b>) Pb<sup>2+</sup>, (<b>b</b>) CrO<sub>4</sub><sup>2−</sup>, (<b>c</b>) Hg<sup>2+</sup>, and (<b>d</b>) Cd<sup>2+</sup>.</p>
Full article ">Figure 10 Cont.
<p>Effects of Pb<sup>2+</sup>, CrO<sub>4</sub><sup>2−</sup>, Hg<sup>2+</sup>, and Cd<sup>2+</sup> content on the concentration in the TCLP extract, percentage of immobilization, and compressive strength of GP specimens after 28 days of curing: (<b>a</b>) Pb<sup>2+</sup>, (<b>b</b>) CrO<sub>4</sub><sup>2−</sup>, (<b>c</b>) Hg<sup>2+</sup>, and (<b>d</b>) Cd<sup>2+</sup>.</p>
Full article ">
23 pages, 12372 KiB  
Article
Mechanical Behaviour and Microstructural Analysis of Earthen Materials Reinforced with Intensive Agricultural By-Products and Binders
by Ana Cervilla-Maldonado, Ignacio Valverde-Palacios, Francisco Martín-Villegas and Raquel Fuentes-García
Materials 2024, 17(24), 6118; https://doi.org/10.3390/ma17246118 - 14 Dec 2024
Viewed by 327
Abstract
Modern construction is largely dependent on steel and concrete, with natural materials such as earth being significantly underutilised. Despite its sustainability and accessibility, earth is not being used to its full potential in developed countries. This study explores innovative building materials using Alhambra [...] Read more.
Modern construction is largely dependent on steel and concrete, with natural materials such as earth being significantly underutilised. Despite its sustainability and accessibility, earth is not being used to its full potential in developed countries. This study explores innovative building materials using Alhambra Formation soil (Granada, Spain) reinforced with difficult-to-recycle agricultural waste: polypropylene fibres contaminated with organic matter and leachates. Fibres were added at a ratio between 0.20 and 0.80% of the soil mass, leachates at a ratio between 4.25 and 8.50%, and lime was incorporated at 2.00% and 4.00% for specimens with higher residue content. Physico-mechanical properties, including uniaxial compressive strength and longitudinal strain, were analysed together with the microstructure. The results showed that polypropylene fibres, in comparison to the use of leachates, improved compressive strength and ductility, reaching a compressive strength of 1.76 MPa with a fibre content of 0.40%. On the other hand, this value is 7.4% lower than the reference sample without additives. The fibre-reinforced samples showed a higher porosity compared to the samples with leachates or without additives. This approach highlights the potential of agricultural waste for the development of sustainable construction materials, offering enhancements in the strength and ductility of reinforced soils. Full article
Show Figures

Figure 1

Figure 1
<p>(<b>A</b>) Alhambra Formation soil sample. (<b>B</b>) Chopped polypropylene fibres. (<b>C</b>) Intensive agriculture leachate and (<b>D</b>) hydrated lime sample CL 90S.</p>
Full article ">Figure 2
<p>(<b>A</b>) Intensive cultivation using polypropylene twines. (<b>B</b>) Accumulation of the polypropylene residue at the recycling plant. (<b>C</b>) Accumulation of leachate residue at the recycling plant. (<b>D</b>) Polypropylene residue oven drying. (<b>E</b>) Polypropylene industrial chopping and (<b>F</b>) preparation of the residue dosages, polypropylene, and leachate for the compacted earth cylinders.</p>
Full article ">Figure 3
<p>Flowchart with dosages of the compacted earth specimens (CESs) reinforced with polypropylene and leachates, and detail of the specimen conformation. The dosages are calculated in relation to the weight of the soil. * Percentages added with hydrated lime CL 90 S.</p>
Full article ">Figure 4
<p>(<b>A</b>) Detail of the exterior and (<b>B</b>) detail of the interior of the chamber for the accelerated carbonation process. (<b>C</b>) Phenolphthalein test on hydrated lime CL 90S-added specimens.</p>
Full article ">Figure 5
<p>(<b>A</b>) Detail of the strain gauges bonding. (<b>B</b>) Strain gauge positioned longitudinally to the load. (<b>C</b>) Strain gauge positioned transverse to the load and (<b>D</b>) QuantumX data acquisition equipment from HBM.</p>
Full article ">Figure 6
<p>(<b>A</b>) Epoxy vacuum impregnation for air bubbles removal and sample fixing. (<b>B</b>) Cutting of the samples. (<b>C</b>) Fracture cone specimen after the cutting. (<b>D</b>) Smoothing and polishing process. (<b>E</b>) Samples after the polishing. (<b>F</b>) Optical microscope with 7 Mp camera. (<b>G</b>) Porosity microscopic analysis of the sample with the 5× objective. (<b>H</b>) Cracking and discontinuity analysis of the sample with the 10×/20× objective.</p>
Full article ">Figure 7
<p>(<b>A</b>) Representative compression stress–time curves of the CESs reinforced with polypropylene fibres. (<b>B</b>) Stress–strain curves of the CESs reinforced with polypropylene fibres.</p>
Full article ">Figure 8
<p>(<b>A</b>) Representative compression stress–time curves of CESs with 0.20%, 0.40%, 0.60%, and 0.80% of polypropylene fibres. (<b>B</b>) Representative compression stress–time curves of CESs with 4.25%, 6.00%, and 8.50% leachates by-product.</p>
Full article ">Figure 9
<p>Correlation between the compressive strength and dynamic modulus of elasticity variables.</p>
Full article ">Figure 10
<p>(<b>A</b>) Representative diagram of cracks and fissures in polypropylene-reinforced CES. (<b>B</b>) Representative diagram of cracks and fissures in leachate-reinforced CES.</p>
Full article ">Figure 11
<p>(<b>A</b>) Representative breaking cone after resin drying and cutting. (<b>B</b>) Sample polishing and selection of one of the scanning areas. (<b>C</b>) Macroscopic analysis of the sample and (<b>D</b>) microscopic analysis of the sample with the 5× objective.</p>
Full article ">Figure 12
<p>Porosity of the samples (%) and distribution by pore surface according to shape (%).</p>
Full article ">Figure 13
<p>(<b>A</b>) Analysis of the specimen of CES reinforced with 0.40% of polypropylene, set of approximately 9 images, (about 56 mm<sup>2</sup>), at 5×. (<b>B</b>) Air bubble trapped under natural aggregate larger than 1 mm, at 10×. (<b>C</b>) Air bubble trapped under polypropylene fibre, at 10×. (<b>D</b>) Microcracks around the natural aggregates, at 20×. (<b>E</b>) Porosity next to natural aggregate, at 10×.</p>
Full article ">Figure 14
<p>(<b>A</b>) Analysis of the specimen of CES reinforced with 4.25% of leachates, set of approximately 9 images, (about 56 mm<sup>2</sup>), at 5×. (<b>B</b>) Air bubble trapped under natural aggregate larger than 1 mm, at 20×. (<b>C</b>) Leachates accumulation and air bubbles, at 10×. (<b>D</b>) Cracks passing through the matrix and bordering the aggregate, at 10×. (<b>E</b>) Air bubbles, leachates accumulation and pores, at 10×.</p>
Full article ">Figure 15
<p>(<b>A</b>) Analysis of the specimen of CES reinforced with 0.80% of polypropylene and 2.00% of hydrated lime CL90S, set of approximately 9 images, (about 56 mm<sup>2</sup>), at 5×. (<b>B</b>) Air bubbles trapped under polypropylene fibres and lime crystallisations, at 10×. (<b>C</b>) Discontinuity due to microcracks bordering the aggregate and pores in the matrix, at 10×. (<b>D</b>) Minimum discontinuity at the interface due to water accumulation, at 10×.</p>
Full article ">Figure 16
<p>(<b>A</b>) Analysis of the specimen of CES reinforced with 8.50% of leachates and 4.00% of hydrated lime CL90S, set of approximately 9 images, (about 56 mm<sup>2</sup>), at 5×. (<b>B</b>) Leachate accumulations, air bubbles trapped under natural aggregate and lime crystallisations, at 10×. (<b>C</b>) Lime crystallisations bordering the natural aggregates, at 10×. (<b>D</b>) Microcracks bordering lime crystallisations next to the aggregates, at 10×.</p>
Full article ">
21 pages, 6018 KiB  
Article
Optimization of the Filament Winding Process for Glass Fiber-Reinforced PPS and PP Composites Using Box–Behnken Design
by Sevinc Orman, Mustafa Dogu and Belma Ozbek
Polymers 2024, 16(24), 3488; https://doi.org/10.3390/polym16243488 - 14 Dec 2024
Viewed by 346
Abstract
Filament winding is a widely used out-of-autoclave manufacturing technique for producing continuous fiber-reinforced thermoplastic composites. This study focuses on optimizing key filament winding process parameters, including heater temperature, roller pressure, and winding speed, to produce thermoplastic composites. Using Box–Behnken response surface methodology (RSM), [...] Read more.
Filament winding is a widely used out-of-autoclave manufacturing technique for producing continuous fiber-reinforced thermoplastic composites. This study focuses on optimizing key filament winding process parameters, including heater temperature, roller pressure, and winding speed, to produce thermoplastic composites. Using Box–Behnken response surface methodology (RSM), the study investigates the effects of these parameters on the compressive load of glass fiber-reinforced polypropylene (GF/PP) and polyphenylene sulfide (GF/PPS) composite cylinders. Mathematical models were developed to quantify the impact of each parameter and optimal processing conditions were identified across a wide temperature range, enhancing both manufacturing efficiency and the overall quality of the composites. This study demonstrates the potential of thermoplastic filament winding as a cost-effective and time-efficient alternative to conventional methods, addressing the growing demand for lightweight, high-performance, out-of-autoclave composites in industries such as aerospace, automotive, and energy. The optimized process significantly improved the performance and reliability of filament winding for various thermoplastic applications, offering potential benefits for industrial, aerospace, and other advanced sectors. The results indicate that GF/PPS composites achieved a compressive load of 3356.99 N, whereas GF/PP composites reached 2946.04 N under optimized conditions. It was also revealed that operating at elevated temperatures and reduced pressure levels enhances the quality of GF/PPS composites, while for GF/PP composites, maintaining lower temperature and pressure values is crucial for maximizing strength. Full article
(This article belongs to the Section Polymer Composites and Nanocomposites)
Show Figures

Figure 1

Figure 1
<p>A schematic illustration of the thermoplastic filament winding system used in the present study.</p>
Full article ">Figure 2
<p>An illustration of the winding pattern created in CADWIND<sup>®</sup>.</p>
Full article ">Figure 3
<p>Filament winding system.</p>
Full article ">Figure 4
<p>Filament-wound composites.</p>
Full article ">Figure 5
<p>Flowchart of the experimental methodology.</p>
Full article ">Figure 6
<p>Compression test setup.</p>
Full article ">Figure 7
<p>Composite structure and test sampling.</p>
Full article ">Figure 8
<p>Predicted vs. actual compressive load of GF/PPS and GF/PP composites.</p>
Full article ">Figure 9
<p>The effects of (<b>a</b>) pressure and temperature, (<b>b</b>) winding speed and temperature, and (<b>c</b>) pressure and winding speed on the compressive load of GF/PPS composites produced by filament winding.</p>
Full article ">Figure 9 Cont.
<p>The effects of (<b>a</b>) pressure and temperature, (<b>b</b>) winding speed and temperature, and (<b>c</b>) pressure and winding speed on the compressive load of GF/PPS composites produced by filament winding.</p>
Full article ">Figure 10
<p>The effects of (<b>a</b>) pressure and temperature, (<b>b</b>) winding speed and temperature, and (<b>c</b>) pressure and winding speed on the compressive load of GF/PP composites produced by filament winding.</p>
Full article ">Figure 10 Cont.
<p>The effects of (<b>a</b>) pressure and temperature, (<b>b</b>) winding speed and temperature, and (<b>c</b>) pressure and winding speed on the compressive load of GF/PP composites produced by filament winding.</p>
Full article ">
10 pages, 646 KiB  
Article
Determination of Tire Wear Particle-Type Polymers by Combination of Quantitative Nuclear Magnetic Resonance Spectroscopy and Soxhlet Extraction
by Marcel Günther, Gizem Kirimlioglu Sayilik and Wolfgang Imhof
Molecules 2024, 29(24), 5899; https://doi.org/10.3390/molecules29245899 - 13 Dec 2024
Viewed by 227
Abstract
Tire wear particles (TWPs) are among the most relevant sources of microplastic pollution of the environment. Nevertheless, common analytical methods like IR and Raman spectroscopy are highly impaired by additives and filler materials, leaving only thermogravimetric methods for chemical analysis of TWPs in [...] Read more.
Tire wear particles (TWPs) are among the most relevant sources of microplastic pollution of the environment. Nevertheless, common analytical methods like IR and Raman spectroscopy are highly impaired by additives and filler materials, leaving only thermogravimetric methods for chemical analysis of TWPs in most cases. We herein present quantitative NMR spectroscopy (qNMR) as an alternative tool for the quantification of the polymeric material used for the production of tires, including natural rubber (NR), styrene–butadiene–copolymer (SBR), polyethylene–co-propylene (EPR) and polybutadiene (BR). Limits of quantification (LOQ) between 3 µg and 43 µg per sample and recovery rates of 72–92% were achieved for all tested polymer types. The first results of combining these measurements with Soxhlet extraction as a sample preparation tool are presented alongside the qNMR experiments. Full article
Show Figures

Figure 1

Figure 1
<p><sup>1</sup>H-NMR spectra of (<b>A</b>) sample K<sub>G</sub>1 containing polystyrene (PS), polybutadiene (BR), polyisoprene (PIR) and polyethylene–co-propylene (EPR); (<b>B</b>) sample K<sub>N</sub>1 containing polystyrene–co-butadiene (SBR), natural rubber (NR) and <span class="html-italic">N</span>,<span class="html-italic">N</span>-dimethylformamide (DMF) as an internal standard in tetrahydrofuran (THF). Individual SBR signals are separately labeled as SBR (PS) for styrene units and SBR (BR) for butadiene units.</p>
Full article ">
21 pages, 2925 KiB  
Article
Effects of Different Microplastics on Wheat’s (Triticum aestivum L.) Growth Characteristics and Rhizosphere Soil Environment
by Yan Zhang, Songze Hao, Ping Li, Zhenjie Du, Yuze Zhou, Guohao Wang, Zhijie Liang and Ming Dou
Plants 2024, 13(24), 3483; https://doi.org/10.3390/plants13243483 - 12 Dec 2024
Viewed by 390
Abstract
In order to reveal the effects of microplastics (MPs) on the growth and rhizosphere soil environmental effects of wheat (Triticum aestivum L.), three microplastic types (polypropylene MPs (PP-MPs), high-density polyethylene MPs (HDPE-MPs), and polylactic acid MPs (PLA-MPs)), particle sizes (150, 1000, and [...] Read more.
In order to reveal the effects of microplastics (MPs) on the growth and rhizosphere soil environmental effects of wheat (Triticum aestivum L.), three microplastic types (polypropylene MPs (PP-MPs), high-density polyethylene MPs (HDPE-MPs), and polylactic acid MPs (PLA-MPs)), particle sizes (150, 1000, and 4000 μm), and concentrations (0.1, 0.5, and 1 g·kg−1) were selected for a pot experiment under natural environment conditions. The differences in germination rate (GR), germination inhibition rate (GIR), growth characteristics, physicochemical properties, and enzymatic activities of wheat in rhizosphere soil were analyzed using statistical analysis and variance analysis. The results show that the germination rate of wheat seeds decreased under different MPs, and the HDPE-MPs, medium particle size (1000 μm), and medium concentration (0.5 g·kg−1) had the greatest inhibitory effect on wheat seed germination. The effects of MPs on wheat seed growth characteristics were inconsistent; the germination potential (GP), germination index (GI), and vitality index (VI) showed a significant decreasing trend under the PLA-MPs and medium-concentration (0.5 g·kg−1) treatment, while the mean germination time (MGT) showed a significant increasing trend; the GP and MGT showed a significant decreasing and increasing trend under the high-particle-size (4000 μm) treatment, respectively, while the GI and VI showed a significant decreasing trend under the medium-particle-size (1000 μm) treatment. The growth characteristics of wheat plants showed a significant decreasing trend under different MPs, with the SPAD, nitrogen concentration of the leaves, and plant height decreasing the most under PLA-MP treatment, the SPAD and nitrogen concentration of leaves decreasing the most under low-particle-size (150 μm) and low-concentration (0.1 g·kg−1) treatments, and the decreases in plant height under the high-particle-size (4000 μm) and high-concentration (1 g·kg−1) treatments being the largest. There were significant increasing trends for ammonium nitrogen (NH4+), total phosphorus (TP), soil urease (S-UE), soil acid phosphatase (S-ACP), and soil sucrase (S-SC) under different microplastics, while the PLA-MPs had a significant increasing trend for nitrate nitrogen (NO3) and a significant decreasing trend for pH; there was a significant decreasing trend for total nitrogen (TN) under the HDPE-MPs and PLA-MPs, and for each particle size and concentration, the PLA-MPs and low-concentration (0.1 g·kg−1) treatments showed a significant decreasing trend for soil catalase (S-CAT). The research results could provide certain data and theoretical bases for evaluating the effects of MPs on crop growth and soil ecological environments. Full article
(This article belongs to the Section Plant–Soil Interactions)
Show Figures

Figure 1

Figure 1
<p><span class="html-italic">GR</span> of wheat seeds under the CK and different microplastic characteristics. (<b>a</b>) Microplastic types. (<b>b</b>) Microplastic particle sizes. (<b>c</b>) Microplastic concentrations. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 2
<p><span class="html-italic">GIR</span> of wheat seeds under the CK and different microplastic characteristics. (<b>a</b>) Microplastic types. (<b>b</b>) Microplastic particle sizes. (<b>c</b>) Microplastic concentrations. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 3
<p>Effects on wheat seed growth (<span class="html-italic">GP</span>, <span class="html-italic">GI</span>, <span class="html-italic">VI</span>, and <span class="html-italic">MGT</span>) under the CK and different microplastic characteristics. (<b>a</b>–<b>d</b>) Microplastic types. (<b>e</b>–<b>h</b>) Microplastic particle sizes. (<b>i</b>–<b>l</b>) Microplastic concentrations. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 4
<p>Effects on wheat plant growth (SPAD, nitrogen concentration of the leaves, and plant height) under the CK and different microplastic characteristics. (<b>a</b>–<b>c</b>) Microplastic types. (<b>d</b>–<b>f</b>) Microplastic particle sizes. (<b>g</b>–<b>i</b>) Microplastic concentrations. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 5
<p>Effects on physicochemical properties of wheat rhizosphere soil under the CK and different microplastic types. (<b>a</b>) NH<sub>4</sub><sup>+</sup>, (<b>b</b>) NO<sub>3</sub><sup>−</sup>, (<b>c</b>) TN, (<b>d</b>) TP, (<b>e</b>) pH, (<b>f</b>) EC, and (<b>g</b>) OM. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 6
<p>Effects on physicochemical properties of wheat rhizosphere soil under the CK and different microplastic particle sizes. (<b>a</b>) NH<sub>4</sub><sup>+</sup>, (<b>b</b>) NO<sub>3</sub><sup>−</sup>, (<b>c</b>) TN, (<b>d</b>) TP, (<b>e</b>) pH, (<b>f</b>) EC, and (<b>g</b>) OM. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 7
<p>Effects on physicochemical properties of wheat rhizosphere soil under the CK and different microplastic concentrations. (<b>a</b>) NH<sub>4</sub><sup>+</sup>, (<b>b</b>) NO<sub>3</sub><sup>−</sup>, (<b>c</b>) TN, (<b>d</b>) TP, (<b>e</b>) pH, (<b>f</b>) EC, and (<b>g</b>) OM. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 8
<p>Effects on enzymatic activities of wheat rhizosphere soil under the CK and different microplastic types. (<b>a</b>) S-UE, (<b>b</b>) S-ACP, (<b>c</b>) S-SC, (<b>d</b>) S-CAT, and (<b>e</b>) S-DHA. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 9
<p>Effects on enzymatic activities of wheat rhizosphere soil under the CK and different microplastic particle sizes. (<b>a</b>) S-UE, (<b>b</b>) S-ACP, (<b>c</b>) S-SC, (<b>d</b>) S-CAT, and (<b>e</b>) S-DHA. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 10
<p>Effects on enzymatic activities of wheat rhizosphere soil under the CK and different microplastic concentrations. (<b>a</b>) S-UE, (<b>b</b>) S-ACP, (<b>c</b>) S-SC, (<b>d</b>) S-CAT, and (<b>e</b>) S-DHA. All data are presented as the mean ± SD (n ≥ 3 biological replicates). Lowercase letters above bars indicate significant differences according to the post hoc Fisher LSD test (<span class="html-italic">p</span> &lt; 0.05).</p>
Full article ">Figure 11
<p>Concept and actual image of pot experiment design.</p>
Full article ">
19 pages, 9064 KiB  
Article
Polyvinyl Butyral Addition Effects on Notched Charpy Impact Strength of Injection-Molded Glass Fiber-Reinforced Polypropylene
by Tetsuo Takayama, Yuuki Yuasa and Quan Jiang
Polymers 2024, 16(24), 3472; https://doi.org/10.3390/polym16243472 (registering DOI) - 12 Dec 2024
Viewed by 441
Abstract
Glass short fiber-reinforced thermoplastics (GSFRTPs) are a cost-effective alternative to other short fiber-reinforced thermoplastics (SFRTPs). Their excellent mechanical properties make them a suitable material for components that require rigidity and light weight in widely diverse fields, including transportation and office automation equipment. The [...] Read more.
Glass short fiber-reinforced thermoplastics (GSFRTPs) are a cost-effective alternative to other short fiber-reinforced thermoplastics (SFRTPs). Their excellent mechanical properties make them a suitable material for components that require rigidity and light weight in widely diverse fields, including transportation and office automation equipment. The melt-mixing process is used to shorten glass fibers. The notched impact strength of molded products is strongly affected by the fiber length. An important issue is how to conduct melt-molding processing while keeping the fibers long. In this regard, a survey of cases in which additives were used to increase the fiber length revealed no useful reports. However, a growing trend toward the reuse of plastic material wastes has emerged. When reusing GSFRTP wastes, the objective is to recycle the material as GSFRTPs. This promotion of the reuse of GSFRTPs necessitates the production of molded products with the fiber length maintained to the greatest extent feasible. Moreover, GSFRTPs should be recycled in a manner consistent with the original GSFRTPs. In recent years, there has also been a growing movement to reuse polyvinyl butyral (PVB) in accordance with Sustainable Development Goals (SDGs). It has been established that PVB can be extracted from the laminated glass state with high efficiency using mechanical methods. This study evaluated the mechanical properties of GSFRTPs with a PP matrix when PVB was added. The results show that the incorporation of PVB and maleic anhydride-modified PP in quantities of less than 1 wt% into GSFRTPs leads to sizing effects wherein the fibers are dispersed in bundles. Furthermore, this combination enhances the notched impact strength of the resulting molded product by 0.5 kJ/m2 at the maximum. Full article
(This article belongs to the Section Polymer Composites and Nanocomposites)
Show Figures

Figure 1

Figure 1
<p>Injection molding machine used for this study.</p>
Full article ">Figure 2
<p>Schematic representation of the short beam shear test (Unit: mm).</p>
Full article ">Figure 3
<p>Schematic representation of the tensile test (Unit: mm).</p>
Full article ">Figure 4
<p>A schematic representation of the tensile test (Unit: mm).</p>
Full article ">Figure 5
<p>GF content dependences on the interfacial shear strength of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 6
<p>GF content dependences on the weld strength of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 7
<p>GF content dependences on the notched Charpy impact strength of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 8
<p>Relation between weld strength and interfacial shear strength. The triangles in the figure represent the slope of the dotted line, and the numbers represent the magnitude of the slope.</p>
Full article ">Figure 9
<p>GF content dependences on the interfacial interaction force of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 10
<p>X-ray CT imaging results of the core layer obtained when GF content is 20 wt%. (<b>a</b>) PP/GF, (<b>b</b>) PP/GF/PVB 0.5 wt%, (<b>c</b>) PP/GF/PVB 1 wt%, (<b>d</b>) PP/GF/PVB 5 wt%, (<b>e</b>) PP/GF/MAH-PP, (<b>f</b>) PP/GF/MAH-PP/PVB 0.5 wt%, (<b>g</b>) PP/GF/MAH-PP/PVB 1 wt%, and (<b>h</b>) PP/GF/MAH-PP/PVB 5 wt%.</p>
Full article ">Figure 11
<p>Examples of the specimen following a notched Charpy impact test when GF content is 20 wt%: (<b>a</b>) PP/GF and (<b>b</b>) PP/GF/MAH-PP.</p>
Full article ">Figure 12
<p>Relations between notched Charpy impact strength and interfacial shear strength of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 13
<p>GF content dependences on the averaged fiber orientation angle of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 14
<p>GF content dependences on the averaged fiber length of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 15
<p>GF content dependences on the l<sub>p</sub>/L<sub>F</sub> of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites.</p>
Full article ">Figure 16
<p>GF content dependences on the fiber strength σ<sub>FB</sub> of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites obtained from Equation (13).</p>
Full article ">Figure 17
<p>GF content dependences on the fiber strength σ<sub>FB0</sub> of (<b>a</b>) PP/GF/PVB and (<b>b</b>) PP/GF/MAH-PP/PVB composites obtained from Equation (16).</p>
Full article ">Figure 18
<p>Fracture surface observations obtained after notched Charpy impact tests when GF content is 20 wt%. (<b>a</b>) PP/GF, (<b>b</b>) PP/GF/PVB 0.5 wt%, (<b>c</b>) PP/GF/PVB 1 wt%, (<b>d</b>) PP/GF/PVB 5 wt%, (<b>e</b>) PP/GF/MAH-PP, (<b>f</b>) PP/GF/MAH-PP/PVB 0.5 wt%, (<b>g</b>) PP/GF/MAH-PP/PVB 1 wt%, and (<b>h</b>) PP/GF/MAH-PP/PVB 5 wt%.</p>
Full article ">Figure 18 Cont.
<p>Fracture surface observations obtained after notched Charpy impact tests when GF content is 20 wt%. (<b>a</b>) PP/GF, (<b>b</b>) PP/GF/PVB 0.5 wt%, (<b>c</b>) PP/GF/PVB 1 wt%, (<b>d</b>) PP/GF/PVB 5 wt%, (<b>e</b>) PP/GF/MAH-PP, (<b>f</b>) PP/GF/MAH-PP/PVB 0.5 wt%, (<b>g</b>) PP/GF/MAH-PP/PVB 1 wt%, and (<b>h</b>) PP/GF/MAH-PP/PVB 5 wt%.</p>
Full article ">
17 pages, 10621 KiB  
Article
Improving the Structural Efficiency of Punched-Metal-Material-Based Composites
by Mihails Lisicins, Dmitrijs Serdjuks, Pavel Akishin, Viktors Mironovs, Vadims Goremikins and Vjaceslavs Lapkovskis
Polymers 2024, 16(24), 3468; https://doi.org/10.3390/polym16243468 - 12 Dec 2024
Viewed by 314
Abstract
This study investigates the potential of reusing punched-steel waste, a significant component of solid inorganic waste, in composite materials for construction applications. Driven by the growing global demand for raw materials (which is projected to quadruple by 2050) and the need for sustainable [...] Read more.
This study investigates the potential of reusing punched-steel waste, a significant component of solid inorganic waste, in composite materials for construction applications. Driven by the growing global demand for raw materials (which is projected to quadruple by 2050) and the need for sustainable waste management practices, this research explores the creation of a composite material (PPLK) incorporating punched-steel tape (LPM-4 grade) embedded in a polypropylene matrix. Experimental testing of PPLK specimens (310 × 90 × 6.30 mm) and finite element analysis (FEA) were employed to evaluate the mechanical properties and stress concentration coefficient. The results show that the PPLK composite exhibits a load-carrying capacity of 21.64 kN, exceeding the sum of its individual components by 11.37%, demonstrating a synergistic effect between the steel (average tensile strength 220.65 MPa) and polypropylene. FEA further revealed that increasing the matrix’s modulus of elasticity to 42 MPa significantly reduces the stress concentration coefficient in the steel component, resulting in a 24% enhancement of the elastic force. The findings suggest a viable path toward sustainable waste management and improved material utilisation in the construction industry. Full article
(This article belongs to the Special Issue Polymer-Based Coatings for Metallic Materials)
Show Figures

Figure 1

Figure 1
<p>Punched-steel waste from the stamping process in mechanical engineering: (<b>a</b>)—Steel tape orientation in the stamping machine; (<b>b</b>)—Punched-steel waste in coil form after stamping of drive chain components.</p>
Full article ">Figure 2
<p>Punched-steel profiles made from the waste materials: (<b>a</b>)—Laboratory-created specimens; (<b>b</b>)—Structural members of a wall framework [<a href="#B19-polymers-16-03468" class="html-bibr">19</a>].</p>
Full article ">Figure 3
<p>The geometric parameters of the grade LPM-4 punched-steel tape (<b>a</b>) and total view of the composite load-carrying structural element (<b>b</b>) [<a href="#B18-polymers-16-03468" class="html-bibr">18</a>].</p>
Full article ">Figure 4
<p>Determination of mechanical properties of LPM-4 grade punched-steel strip: (<b>a</b>)—Using the INSTRON 8802 tester; (<b>b</b>)—Zone of maximum normal stress concentration; (<b>c</b>)—Failure mode and zone of specimen collapse.</p>
Full article ">Figure 5
<p>The laboratory specimen PPLK-6 (<b>a</b>) and the hot press (<b>b</b>) were used for the specimen preparation.</p>
Full article ">Figure 6
<p>Testing the laboratory composite specimen: (<b>a</b>)—Testing device INSTRON 8802; (<b>b</b>)—Laboratory composite specimen PPLK-6 after it had collapsed.</p>
Full article ">Figure 7
<p>The dependences of the tensile elongation of the PPLK specimens on the axial tensile load.</p>
Full article ">Figure 8
<p>The dependence of axial tension force on the elongation of the composite PPLK specimens.</p>
Full article ">Figure 9
<p>FE model of the PPLK composite specimen: (<b>a</b>)—Scheme with applied boundary conditions; (<b>b</b>)—FE model mesh (symmetric half of specimen’s thickness is shown).</p>
Full article ">Figure 10
<p>PPLK composite specimen behaviour analysis with the FE model: (<b>a</b>)—Axial tension force as a function of the elongation in tension; (<b>b</b>)—The experimental and numerical deformed shape of the specimen after failure; (<b>c</b>)—The numerical deformed shape of steel after failure.</p>
Full article ">Figure 11
<p>Comparison of results obtained by the FE models for steel, polypropylene, a sum of steel and polypropylene, and PPLK composite.</p>
Full article ">Figure 12
<p>Axial force as a function on the displacements applied to the composite specimen: the punched-steel tape, in the composite and separately, and polypropylene.</p>
Full article ">Figure 13
<p>The maximum stresses in the punched-steel tape as a function of the axial force, separately and in the PPLK composite specimen.</p>
Full article ">Figure 14
<p>The maximum stresses (in Mpa) are a function of the nominal stresses (in Mpa) in the separate punched-steel tape and the steel component of the PPLK composite specimen.</p>
Full article ">Figure 15
<p>The coefficient of stress concentration as a function of the displacements (<b>a</b>) and the axial tension force (<b>b</b>).</p>
Full article ">Figure 16
<p>The increase in the “elastic” force (axial force) in the punched-steel tape is a function of the matrix modulus of elasticity.</p>
Full article ">Figure 17
<p>The elastic force increases in the PPLK composite specimen at the moment of steel-to-plastic transition changes as a function of the modulus of elasticity of the matrix.</p>
Full article ">
16 pages, 5345 KiB  
Article
Transforming Bale Twine into Useful Products with an Affordable Melting Machine: Closed-Loop for Recycling Plastics
by Akesh Babu Kakarla, William Ritchie and Ing Kong
Recycling 2024, 9(6), 121; https://doi.org/10.3390/recycling9060121 - 9 Dec 2024
Viewed by 506
Abstract
The escalating use of plastic materials in agricultural practices has substantially increased the amount of plastic waste directed to landfills, leading to significant environmental and ecological challenges. Conventional disposal methods have been found to release hazardous pollutants, including microplastics and toxic chemicals, exacerbating [...] Read more.
The escalating use of plastic materials in agricultural practices has substantially increased the amount of plastic waste directed to landfills, leading to significant environmental and ecological challenges. Conventional disposal methods have been found to release hazardous pollutants, including microplastics and toxic chemicals, exacerbating these concerns. This study aims to address the environmental impact of agricultural plastic waste by exploring advanced reprocessing technologies and characterising the processed waste to assess its physical, mechanical, and thermal properties. Synthetic polymer-based bale twine (BT) waste, commonly used in livestock farming, was processed using an economically viable melting machine developed by Ritchie Technology. The BT and processed bale twine (PrBT) were analysed to understand their properties. Fourier transmission infrared spectroscopy revealed that the waste primarily consisted of polypropylene (PP). Thermal analysis indicated that the melting temperature of the PrBT was 162.49 °C, similar to virgin PP. Additionally, tensile testing revealed that the PrBT had an ultimate strength of 13.06 MPa and a Young’s modulus of 434.07 MPa. The PrBT was further transformed into a bench that can be applicable in outdoor applications. Furthermore, the PrBT was extruded into 3D printable filament. Therefore, it is evident that bale twine waste can be given a second life through an economically viable technology. Full article
Show Figures

Figure 1

Figure 1
<p>FTIR spectra of the pure PP, BT and PrBT (the insert shows the peaks of 3000 to 2800 cm<sup>−1</sup>).</p>
Full article ">Figure 2
<p>(<b>a</b>) TGA curves of pure PP, BT, and PrBT samples (inset: the thermograms during total degradation) and (<b>b</b>) DTG graphs of pure PP, BT, and PrBT samples.</p>
Full article ">Figure 3
<p>DSC curves of pure PP, BT and PrBT: (<b>a</b>) melting temperature curves (the small peak identified with red circle) (<b>b</b>) crystallisation curves.</p>
Full article ">Figure 4
<p>(<b>a</b>) MFI values of pure PP, BT and PrBT and (<b>b</b>) ln MFI vs. 1/T of PrBT MFI values.</p>
Full article ">Figure 5
<p>Stress–strain curve of PrBT (the inset shows the hot-pressed tensile test samples, <span class="html-italic">n</span> = 3).</p>
Full article ">Figure 6
<p>(<b>a</b>) creep compliance of PrBT, (<b>b</b>) unshifted and shifted creep compliance curves of PrBT, and (<b>c</b>) master curve of PrBT at a reference temperature of 40 °C. Many empirical power-law models have been used to describe the nonlinear creep deformation behaviour of plastic materials. Among these, the Burger’s [<a href="#B58-recycling-09-00121" class="html-bibr">58</a>,<a href="#B59-recycling-09-00121" class="html-bibr">59</a>,<a href="#B60-recycling-09-00121" class="html-bibr">60</a>] and Findley power-law models are the most commonly used. Burger’s model, which combines elements of the Maxwell and Kelvin–Voigt models [<a href="#B61-recycling-09-00121" class="html-bibr">61</a>]. The model effectively illustrates the quantitative correlation between the effects of material matrix interfaces and its relative creep behaviour as stated in Equation (4) [<a href="#B61-recycling-09-00121" class="html-bibr">61</a>].</p>
Full article ">Figure 7
<p>(<b>a</b>) SEM micrograph of PrBT, (<b>b</b>) elemental mapping analysis of PrBT (pink: carbon elements, blue: oxygen elements), (<b>c</b>) EDX spectra analysis of PrBT, and (<b>d</b>) element analysis with total atomic % in PrBT.</p>
Full article ">Figure 8
<p>Bale twine waste.</p>
Full article ">Figure 9
<p>(<b>a</b>) Rtec™ low-cost melting machine, (<b>b</b>) molten BT waste, and (<b>c</b>) PrBT in granule form.</p>
Full article ">
21 pages, 6126 KiB  
Article
Influence of Lignin Type on the Properties of Hemp Fiber-Reinforced Polypropylene Composites
by Florin Ciolacu, Teodor Măluțan, Gabriela Lisa and Mariana Ichim
Polymers 2024, 16(23), 3442; https://doi.org/10.3390/polym16233442 - 8 Dec 2024
Viewed by 578
Abstract
Increasing environmental awareness has boosted interest in sustainable alternatives for binding natural reinforcing fibers in composites. Utilizing lignin, a biorenewable polymer byproduct from several industries, as a component in polymer matrices can lead to the development of more eco-friendly and high-performance composite materials. [...] Read more.
Increasing environmental awareness has boosted interest in sustainable alternatives for binding natural reinforcing fibers in composites. Utilizing lignin, a biorenewable polymer byproduct from several industries, as a component in polymer matrices can lead to the development of more eco-friendly and high-performance composite materials. This research work aimed to investigate the effect of two types of lignin (lignosulfonate and soda lignin) on the properties of hemp fiber-reinforced polypropylene composites for furniture applications. The composites were produced by thermoforming six overlapping layers of nonwoven material. A 20% addition of soda lignin or lignosulfonate (relative to the nonwoven mass) was incorporated between the nonwoven layers made of 80% hemp and 20% polypropylene (PP). The addition of both types of lignin resulted in an increase in the tensile and bending strength of lignin-based composites, as well as a decrease in the absorbed water percentage. Compared to oriented strand board (OSB), lignin-based composites exhibited better properties. Regarding the two types of lignin used, the addition of lignosulfonate resulted in better composite properties than those containing soda lignin. Thermal analysis revealed that the thermal degradation of soda lignin begins long before the melting temperature of polypropylene. This early degradation explains the inferior properties of the composites containing soda lignin compared to those with lignosulfonate. Full article
(This article belongs to the Special Issue Fiber-Reinforced Polymer Composites: Progress and Prospects)
Show Figures

Figure 1

Figure 1
<p>(<b>a</b>) Soda lignin sieving; (<b>b</b>) lignosulfonate sieving on the nonwoven pieces.</p>
Full article ">Figure 2
<p>(<b>a</b>) Tensile testing; (<b>b</b>) bending testing.</p>
Full article ">Figure 3
<p>FTIR spectra of the samples: (1) Soda lignin—Protobind 2000; (2) Lignosulfonate—Domsjö Lignin DS10; (3) C-LPb2000; (4) C-LSNa; (5) C.</p>
Full article ">Figure 4
<p>Tensile strength of lignin-based composites.</p>
Full article ">Figure 5
<p>Elongation at break of lignin-based composites.</p>
Full article ">Figure 6
<p>Tensile stress–strain curves of lignin-based composites.</p>
Full article ">Figure 7
<p>Bending strength of lignin-based composites.</p>
Full article ">Figure 8
<p>Flexural stress–strain curves of lignin-based composites.</p>
Full article ">Figure 9
<p>Water absorption of lignin-based composites.</p>
Full article ">Figure 10
<p>Thickness swelling of lignin-based composites.</p>
Full article ">Figure 11
<p>Comparative graphs of thermogravimetric analysis of components and composites: (<b>a</b>,<b>c</b>) TG curves; (<b>b</b>,<b>d</b>) DTG curves.</p>
Full article ">Figure 12
<p>DSC curves: (<b>a</b>) first heating; (<b>b</b>) cooling; and (<b>c</b>) second heating.</p>
Full article ">Figure 12 Cont.
<p>DSC curves: (<b>a</b>) first heating; (<b>b</b>) cooling; and (<b>c</b>) second heating.</p>
Full article ">
Back to TopTop