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11 pages, 5559 KiB  
Article
Effect of Stress Relaxation and Annealing Treatment on the Microstructure and Mechanical Properties of Steel Wire
by Gaoming Du, Ya Ni, Fangchang Shi, Jiqiu Qi and Bolong Xu
Buildings 2024, 14(12), 4044; https://doi.org/10.3390/buildings14124044 - 20 Dec 2024
Viewed by 529
Abstract
Bridge cables composed of 1960 MPa steel wires can be damaged during vehicle fires. Therefore, it is necessary to study the high-temperature mechanical properties of steel wires under load-bearing conditions. In this paper, the mechanical properties and microstructure of 1960 MPa steel wire [...] Read more.
Bridge cables composed of 1960 MPa steel wires can be damaged during vehicle fires. Therefore, it is necessary to study the high-temperature mechanical properties of steel wires under load-bearing conditions. In this paper, the mechanical properties and microstructure of 1960 MPa steel wire after stress relaxation and high-temperature annealing treatment at different temperatures are investigated. The results show that the stress relaxation limit is 422 MPa at 325 °C. The tensile strength of the steel wire after stress relaxation is 1975 MPa, which decreases by 5.73% compared with the initial state. When the annealing temperature is 300 °C, the tensile strength of the steel wire is 2044 MPa, accounting for 98.7% of the strength of the steel wire at room temperature. The tensile strength decreases by 9% when the annealing temperature is 400 °C, the steel wire strength decreases at a significantly higher rate. In addition, the spacing of the pearlitic sheet layers increases from 55 nm to 75 nm at the heat treatment temperature of 300 °C~350 °C. A passive fire protection temperature of 275 °C is recommended for cable wires if safer protection standards are considered. Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
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<p>SEM characterization of the 1960 MPa steel wire after stress relaxation.</p>
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<p>TEM image of the high-strength steel wire in initial state: (<b>a</b>) Bright field image. (<b>b</b>) Dark field image. (<b>c</b>) Corresponding bright field image.</p>
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<p>TEM image of the high-strength steel wire: (<b>a</b>) bright field image, (<b>b</b>) dark field image, and (<b>c</b>) corresponding bright field image after holding at 275 °C for 90 min; (<b>d</b>) bright field image, (<b>e</b>) dark field image, and (<b>f</b>) corresponding bright field image after holding at 300 °C for 90 min; (<b>g</b>) bright field image, (<b>h</b>) dark field image, and (<b>i</b>) corresponding bright field image after holding at 325 °C for 90 min; (<b>j</b>) bright field image, (<b>k</b>) dark field image, and (<b>l</b>) corresponding bright field image after holding at 350 °C for 90 min.</p>
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<p>Relaxation curves (<b>a</b>) and stress relaxation limit (<b>b</b>) of the 1960 MPa steel wire at different temperatures.</p>
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<p>Room temperature tensile curves (<b>a</b>), and strength and elongation change diagram (<b>b</b>) of the 1960 MPa steel wire after relaxation at different temperatures.</p>
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<p>XRD patterns of the 1960 MPa steel wire before and after annealing.</p>
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<p>SEM characterization of the 1960 MPa steel wire before and after annealing. (Initial, 100 °C, 200 °C, 300 °C, 400 °C, and 500 °C).</p>
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<p>SEM image of the 1960 MPa steel wire after annealing (600 °C and 700 °C).</p>
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<p>SEM image of the 1960 MPa steel wire after annealing (800 °C and 900 °C).</p>
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<p>Tensile curve (<b>a</b>) and strength and elongation diagram (<b>b</b>) of the 1960 MPa steel wire after annealing at different temperatures.</p>
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17 pages, 9807 KiB  
Article
Comparative Study on Fire Resistance of Different Thermal Insulation Materials for Electric Vehicle Tunnel Fire
by Xiaojun Li and Yuanwei Cheng
Appl. Sci. 2024, 14(24), 11533; https://doi.org/10.3390/app142411533 - 11 Dec 2024
Viewed by 895
Abstract
With the growing prevalence of lithium battery electric vehicles, the incidence of fires resulting from thermal runaway in lithium batteries is also on the rise. In contrast to conventional fuel vehicle fires, fires involving lithium battery electric vehicles exhibit distinct differences in fire [...] Read more.
With the growing prevalence of lithium battery electric vehicles, the incidence of fires resulting from thermal runaway in lithium batteries is also on the rise. In contrast to conventional fuel vehicle fires, fires involving lithium battery electric vehicles exhibit distinct differences in fire dynamics, fire loads, and smoke characteristics. These variations impose more stringent requirements on the design of passive fire protection systems within tunnels. To evaluate the fire resistance performance of existing passive fire protection systems under electric vehicle fire conditions, this study first used PyroSim software 2022 (integrating FDS 6.7.9) to establish fire models for combustion engine trucks and electric trucks, comparing the combustion characteristics of both types of fires without insulation lining materials. Based on the electric truck fire model, different insulation lining materials were added. The analysis of the simulation results focused on the impact of the thermal conductivity and emissivity of each lining material on peak tunnel temperatures, aiming to identify the insulation lining material with the best fire resistance performance. The results indicate that the heat release rate, temperature distribution, toxic gas concentration, and smoke propagation of lithium battery combustion engine truck fires are all higher than those of combustion engine truck fires. Among the five insulation lining materials studied, SiO2 gel material demonstrated superior fire resistance compared to the others. This research provides a scientific and rational basis for tunnel fire protection design and fire response strategies, aiming to mitigate the damage caused by lithium battery electric vehicle fires to tunnel lining structures. Full article
(This article belongs to the Section Applied Thermal Engineering)
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<p>Tunnel simulation model diagram.</p>
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<p>Geometric model of the cell monomer.</p>
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<p>Heat release rate of battery core [<a href="#B25-applsci-14-11533" class="html-bibr">25</a>].</p>
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<p>Distribution of fire sources and measurement points.</p>
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<p>Heat release rate curve with time.</p>
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<p>Temperature slice in the tunnel at y = 3 m.</p>
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<p>Temperature slice in the tunnel at y = 3 m.</p>
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<p>Temperature distribution contour map for different vehicles.</p>
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<p>Longitudinal temperature distribution of different vehicle tunnels Longitudinal.</p>
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<p>200 s, the smoke distribution characteristics of vehicle fire in tunnel.</p>
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<p>CO concentration in the tunnel over time.</p>
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<p>CO<sub>2</sub> concentration in the tunnel over time.</p>
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<p>Soot concentration in the tunnel over time.</p>
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<p>Variation of fire temperature fields for different lining materials at various measurement points.</p>
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<p>Temperature distribution of different materials 10 m downstream of a fire.</p>
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<p>Incident heat flux 10 m downstream during a fire.</p>
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21 pages, 7974 KiB  
Article
Horizontal Heat Flux Spread in an Inner Corner of Buildings
by Daniela Šejnová Pitelková, Petr Hejtmánek and Vladimír Mózer
Safety 2024, 10(4), 88; https://doi.org/10.3390/safety10040088 - 16 Oct 2024
Viewed by 1219
Abstract
This study investigates fire separation distances as essential means of passive fire protection in building design. The focus is on the inner corner configuration of building exterior walls, which represents the worst-case scenario for façade fire spread outside of a building. The inner-corner [...] Read more.
This study investigates fire separation distances as essential means of passive fire protection in building design. The focus is on the inner corner configuration of building exterior walls, which represents the worst-case scenario for façade fire spread outside of a building. The inner-corner configuration appears to increase the intensity of the radiative heat flux due to reflection and reradiation of heat. Comprehensive approaches for determining fire separation distances around the various façade geometries can be found, but none of them is focused on detailed descriptions of the unprotected area in an inner corner. A medium-scale scenario was chosen and was experimentally validated with a radiant panel for a better understanding of heat flux spread. This paper compares the experiment with analytical and numerical models. The analytical model is based on the Stefan–Boltzmann law and the calculated configuration factor as per Eurocode 1. The numerical model combines radiative and convective components of the heat flux because convection is non-negligible near the heat source. Experimental data confirm the prediction based on the numerical and analytical model and show agreement. The final increase in heat flux due to the corner configuration investigated at the medium scale reaches up to 29%. Full article
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<p>Two compared configurations (axonometry): (<b>a</b>) straight wall configuration (SC); (<b>b</b>) corner configuration (CC).</p>
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<p>Radiant panel (all dimensions in mm): (<b>a</b>) real radiant panel; (<b>b</b>) simulated radiant panel (yellow-coloured dimensions = difference between real and simulated panel; blue numbers = positions on the radiant panel).</p>
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<p>Photo of the real model in CC configuration with an illustration of the measuring grid (red dots = heat flux meter at specific location; blue dots = fixed thermocouples).</p>
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<p>Drawings of the real model with measuring positions (all dimensions in mm): (<b>a</b>) floor plan; (<b>b</b>) cross-section (red dots = heat flux measuring locations; red arrow = heat flux sensor orientation (normal)).</p>
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<p>FLIR output with specification of heated areas at the side wall (white = position of surface disc thermocouples with the measured temperature; yellow = temperature estimation used in the calculations).</p>
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<p>Visualisation of the ray effect.</p>
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<p>Comparison of all approaches in selected positions.</p>
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<p>Temperatures measured on the side wall.</p>
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<p>Percentage increase caused by the side wall and visualisation of the ray effect: (<b>a</b>) analytical solution, (<b>b</b>) numerical solution, (<b>c</b>) experimental solution.</p>
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19 pages, 4953 KiB  
Article
Mechanical Characterisation of Gypsum-Based Passive Fire Protection Mortars with Micro and Nano Silica Particles
by Hugo Caetano, Luís Vilhena, Amílcar Ramalho, Aldina Santiago, Luís Laím and Eduardo Monteiro
Appl. Sci. 2024, 14(19), 8612; https://doi.org/10.3390/app14198612 - 24 Sep 2024
Viewed by 1227
Abstract
Steel structures are vulnerable to fire due to the degradation of their mechanical properties at high temperatures, making it necessary to protect them when exposed to high temperatures. This paper presents the results of an experimental research work to characterise the mechanical properties [...] Read more.
Steel structures are vulnerable to fire due to the degradation of their mechanical properties at high temperatures, making it necessary to protect them when exposed to high temperatures. This paper presents the results of an experimental research work to characterise the mechanical properties of gypsum-based fire-resistant mortars with and without nano and micro silica particles by destructive and non-destructive tests at ambient temperature. Five compositions were studied: one commercial composition was used as a reference and four were developed in the laboratory. Two were based on gypsum with perlite or vermiculite, and the other two included nano and micro silica particles. Twenty specimens underwent ultrasonic pulse velocity, flexural, and compression tests, while five specimens were tested by the impulse excitation of vibration. Young’s modulus, shear modulus, and Poisson’s ratio were assessed by non-destructive tests, and the flexural and compression strengths were assessed by destructive tests. Additional tests included density and porosity assessments, thermogravimetric analysis, X-ray diffraction, and scanning electron microscopy. Results indicated that adding nano and micro silica particles posed challenges to the mechanical and physical properties. Despite this, vermiculite compositions showcased superior or similar properties to the commercial composition, while perlite compositions exhibited slightly lower properties. Full article
(This article belongs to the Section Civil Engineering)
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<p>UPV test setup: (<b>a</b>) specimen, (<b>b</b>) pulse generator and display unit, (<b>c</b>) longitudinal wave transducer, (<b>d</b>) shear wave transducer, (<b>e</b>) computer and (<b>f</b>) support system.</p>
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<p>Schematic representation of the experimental test setup for both destructive tests: (<b>a</b>) machine “SHIMADZU”; (<b>b.i</b>) flexural test support system, (<b>b.ii</b>) compression test support system, (<b>c</b>) load cell; (<b>d</b>) computer, (<b>e.i</b>) flexural and (<b>e.ii</b>) compression test specimens and, (<b>f.i</b>) flexural and (<b>f.ii</b>) compression support system representation.</p>
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<p>Average composition: (<b>a</b>) density and (<b>b</b>) porosity.</p>
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<p>MIP testing result curves (V denotes the intruded mercury or pore volume and d denotes the calculated equivalent pore diameter).</p>
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<p>TGA data of C and P.NMS compositions.</p>
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<p>XRD test results for (<b>a</b>) commercial and (<b>b</b>) P.MNS compositions.</p>
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<p>XRD test results for (<b>a</b>) commercial and (<b>b</b>) P.MNS compositions.</p>
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<p>SEM images of various compositions: (<b>a</b>) C, (<b>b</b>) P, (<b>c</b>) P.NMS, (<b>d</b>) V, and (<b>e</b>) V.NMS.</p>
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<p>SEM images of various compositions: (<b>a</b>) C, (<b>b</b>) P, (<b>c</b>) P.NMS, (<b>d</b>) V, and (<b>e</b>) V.NMS.</p>
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<p>UPV velocities (m/s) and IEV (Hz) frequencies as functions of binder content.</p>
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12 pages, 8700 KiB  
Article
A Sensor Probe with Active and Passive Humidity Management for In Situ Soil CO2 Monitoring
by Jacob F. Anderson, David P. Huber and Owen A. Walsh
Sensors 2024, 24(18), 6034; https://doi.org/10.3390/s24186034 - 18 Sep 2024
Viewed by 1684
Abstract
Soil CO2 concentration and flux measurements are important in diverse fields, including geoscience, climate science, soil ecology, and agriculture. However, practitioners in these fields face difficulties with existing soil CO2 gas probes, which have had problems with high costs and frequent [...] Read more.
Soil CO2 concentration and flux measurements are important in diverse fields, including geoscience, climate science, soil ecology, and agriculture. However, practitioners in these fields face difficulties with existing soil CO2 gas probes, which have had problems with high costs and frequent failures when deployed. Confronted with a recent research project’s need for long-term in-soil CO2 monitoring at a large number of sites in harsh environmental conditions, we developed our own CO2 logging system to reduce expense and avoid the expected failures of commercial instruments. Our newly developed soil probes overcome the central challenge of soil gas probes—surviving continuous exposure to soil moisture while remaining open to soil gases—via three approaches: a 3D printed housing (economical for small-scale production) following design principles that correct the usual water permeability flaw of 3D printed materials; passive moisture protection via a hydrophobic, CO2-permeable PTFE membrane; and active moisture protection via a low-power micro-dehumidifier. Our CO2 instrumentation performed well and yielded a high-quality dataset that includes signals related to a prescribed fire as well as seasonal and diel cycles. We expect our technology to support underground CO2 monitoring in fields where it is already practiced and stimulate its expansion into diverse new fields. Full article
(This article belongs to the Section Environmental Sensing)
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<p>(<b>A</b>) Schematic of CO<sub>2</sub> logging system. An external battery connects to the data logger with a cable; the data logger connects to several sensor probes via cables. (<b>B</b>) Components of the probe include (i) cap with openings for active membrane and cable (sealed with O-rings), (ii) sensor circuit board, (iii) rack with lock pins for mounting the sensor circuit board, (iv) ring for attaching PTFE membrane, (v) PTFE membrane screen (sealed with O-rings above and below), and (vi) probe housing.</p>
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<p>Site information and instrumentation details. (<b>A</b>) The test site was located in the Reynolds Creek Experimental Watershed (RCEW), located in southwest Idaho, USA. (<b>B</b>) False-color image of the Johnston Draw sub-catchment where CO<sub>2</sub> probes were tested. The figure is derived from WorldView 3 imagery ~4 days after a prescribed fire; test sites on contrasting aspects are outlined in the sub-catchment. (<b>C</b>) Pre-fire vegetation cover for the wetter north-facing site that acted as a burn control. This site had deeper soils, greater water contents, and substantial snowpack from winter. (<b>D</b>) Pre-fire vegetation cover for the drier south-facing site that included measures of soil CO<sub>2</sub> concentration during the prescribed fire. The site had shallow rocky soils, coarser texture, and lower water contents, and it was only intermittently covered by snow. (<b>E</b>) Example installation of the CO<sub>2</sub> probes inserted horizontally into a soil profile prior to backfilling the soil pit.</p>
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<p>Measured vs. actual CO<sub>2</sub> concentrations for sensor calibration and correction. The manufacturer’s accuracy specification spans the range of 400–5000 ppm (shaded gray region). When tested at 10,000 ppm, well outside that range, all measurements from the four sensors fell within 10% of the true value, with an average underestimate of 6.1%.</p>
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<p>Soil CO<sub>2</sub> probe data during the testing period. (<b>A</b>) Soil CO<sub>2</sub> concentrations at 5 and 15 cm depths approximately 2 weeks after installation and representative of dry soil conditions. (<b>B</b>) Soil CO<sub>2</sub> concentrations at 5 and 15 cm depths approximately 6 months after installation and representative of wet and cold soil conditions. Red lines are data collected from the hotter and drier south-facing aspect site, which burned on 6 October 2023; blue lines are data collected from the cooler and wetter north-facing aspect site (unburned), which was buried under snow from December to April.</p>
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<p>Assessment of probe active membrane RH control as measured by IR sensor. (<b>A</b>) Plot of change in RH (black) and soil temperature (gray) at 15 cm depth following precipitation event on November 10. (<b>B</b>) Regression of temperature vs. RH for four example post-precipitation events during 2023 (m = linear slope of temperature–RH relationship).</p>
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38 pages, 14527 KiB  
Article
Application and Development of Firefighting Technologies in Industrial Heritage: Experiences and Insights from Macau
by Linsheng Huang, Ying Huang, Yashan Chen, Senyu Lou, Yile Chen and Mengyan Jia
Buildings 2024, 14(9), 2699; https://doi.org/10.3390/buildings14092699 - 29 Aug 2024
Viewed by 1373
Abstract
Due to the irreversible nature of the consequences of fire, fire protection is a major challenge and source of problems for all types of built heritage. This study aims to establish sustainable fire protection technology strategies by generalizing fire prevention and control technologies [...] Read more.
Due to the irreversible nature of the consequences of fire, fire protection is a major challenge and source of problems for all types of built heritage. This study aims to establish sustainable fire protection technology strategies by generalizing fire prevention and control technologies and measures against extended burns. This study aims to explore Macau’s industrial heritage’s historical development and technological applications in the field of fire protection using literature analysis, field investigation, and spatial information visualization methods. It will be carried out using the industrial heritage of Macau as the object and systematic analyses from the screening and processing of fire protection historical data, fire risk assessment, and the migration of fire protection focus. The results show that (1) the fire protection of the industrial heritage of Macau has gone through a total of three phases: passive fire protection, transition of fire protection methods, and active fire protection, and the relied-upon fire protection technologies have been iterated and renewed continuously during this period. (2) When the fire load factors of industrial heritage increase, the fire vulnerability assessment substantially changes, and the center of gravity of heritage fire protection shifts from controlling the scope of disaster to reducing the fire risk. (3) The construction of a suitable and effective ecological model of fire protection technology can provide appropriate fire protection solutions for the preservation and reuse of Macau’s industrial heritage in a complex cultural context. Therefore, this study will help to solve the current dilemma of sustainable application and development of fire protection technology for industrial heritage. This study hopes to provide ideas and strategies for reference on industrial heritage fire protection issues in the development of similar world heritage cities. Full article
(This article belongs to the Special Issue Fire and Energy Performance of Buildings)
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<p>Location analysis of Macau (image source: the author adapted the image based on the Cartography and Cadastre Bureau of Macau).</p>
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<p>The research scope of this article (image source: drawn by the author).</p>
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<p>The overall framework process studied in this article (image source: drawn by the author).</p>
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<p>The production process of firecrackers (image source: drawn by the author).</p>
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<p>Firecracker factory’s current environment (image source: drawn by the author).</p>
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<p>Some dock architectural components’ status (image source: drawn by the author).</p>
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<p>Real line photos of the Lai Chi Vun Shipyards (image source: drawn by the author).</p>
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<p>The distribution of fire loads of industrial heritage and fire protection equipment (image source: drawn by the author).</p>
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<p>Early stages of the relationship between fire station distribution and research zone (image source: drawn by the author).</p>
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<p>Current Macau Fire Station distribution map. (image source: drawn by the author).</p>
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<p>The historical photos of the Kwong Hing Tai Firecracker Factory clearly show the location of the rammed earth wall (image source: <span class="html-italic">The Firecracker Industry in Taipa</span>).</p>
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<p>The schematic diagram of the role of rammed earth walls in the firecracker factory area (image source: drawn by the author).</p>
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<p>The isolation zone is left between the dock building (image source: drawn by the author).</p>
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<p>Early fire protection equipment in Macau (source of the bottom map: the author was taken to the Macau Fire Museum).</p>
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<p>Features of alarm bell warnings of different ages (source of the bottom map: the author was taken to the Macau Fire Museum).</p>
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<p>Water spraying equipment and fire trucks in Macau in different periods (source of the bottom map: the author was taken to the Macau Fire Museum).</p>
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<p>Macau Industrial Heritage fire technology ecological exhibition (image source: drawn by the author).</p>
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21 pages, 9247 KiB  
Article
Built-In Environmental Construction Mechanism and Sustainable Renewal Strategies of Traditional Qiang Dwellings in Western China
by Menglong Zhang, Yufei He, Liangzhen Huang, Ran Xiong and Yin Zhang
Sustainability 2024, 16(16), 7122; https://doi.org/10.3390/su16167122 - 19 Aug 2024
Cited by 3 | Viewed by 1213
Abstract
Indoor air quality (IAQ) has a significant impact on human health, as people spend 90% of their time in various indoor environments. Therefore, research on IAQ is extremely necessary. However, current research on traditional Qiang residences in western Sichuan mainly focuses on the [...] Read more.
Indoor air quality (IAQ) has a significant impact on human health, as people spend 90% of their time in various indoor environments. Therefore, research on IAQ is extremely necessary. However, current research on traditional Qiang residences in western Sichuan mainly focuses on the indoor thermal environment and heritage protection, with relatively little attention paid to IAQ. This study investigates the IAQ of traditional Qiang residences in western Sichuan, which have open fire pits as the core of daily life, exploring the impact of passive renovation strategies on the indoor air quality. Using simulation methods, this study employs passive strategies, such as increasing the size of windward windows, changing ventilation methods, relocating the fire pit, and enlarging interior partition openings, to improve and optimize the IAQ through natural ventilation. The results show that when the windward window sizes are 0.8 m × 1.9 m and 0.7 m × 1.55 m, the reduction in the indoor CO2 concentration is the greatest, with a maximum decrease of 0.024% at the 1.5 m plane. This paper proposes passive renovation strategies to improve the indoor air quality of Qiang residences in western Sichuan. These strategies effectively enhance the indoor air quality of Qiang residences and address the research gap on indoor air quality in regional Qiang residences in western Sichuan. The insights and methods presented contribute to the improvement of the indoor air quality in traditional buildings and support the sustainable development of traditional architecture. Full article
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<p>Geographical information location map.</p>
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<p>Summer climate infographic: (<b>a</b>) summer temperatures; (<b>b</b>) wind rose chart.</p>
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<p>Schematic diagram of Qiang dwellings in cross-section.</p>
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<p>Partial construction plan of Qiang dwellings: (<b>a</b>) roof construction; (<b>b</b>) wall construction.</p>
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<p>(<b>a</b>) Fire pit location; (<b>b</b>) schematic diagram of the fire pit.</p>
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<p>Status and floor plan of the residence. (<b>a</b>) Current status of residential buildings. (<b>b</b>) Functional diagram. (The floor plan in the figure was surveyed and drawn by the author).</p>
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<p>Computational domain of outdoor wind field.</p>
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<p>Indoor CO<sub>2</sub> concentrations under extreme conditions without any windows or doors.</p>
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<p>Indoor CO<sub>2</sub> concentrations with different window-to-wall ratios on the windward side.</p>
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<p>Indoor CO<sub>2</sub> concentrations under different ventilation methods.</p>
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<p>Indoor CO<sub>2</sub> concentrations at different fire pit locations.</p>
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<p>Indoor CO<sub>2</sub> concentrations with different interior partition openings.</p>
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14 pages, 5084 KiB  
Article
Impact of Jet Fires on Steel Structures: Application of Passive Fire Protection Materials
by Marina Gravit, Dmitry Korolchenko, Ekaterina Nedviga, Fedor Portnov and Semen Diachenko
Fire 2024, 7(8), 281; https://doi.org/10.3390/fire7080281 - 9 Aug 2024
Cited by 1 | Viewed by 1556
Abstract
Jet fires are the second most common fire scenario after spill fires. This type of fire is characteristic of gas and gas–oil fires occurring on oil platforms and gas production and processing plants. The consequences of such fires are characterized by high material [...] Read more.
Jet fires are the second most common fire scenario after spill fires. This type of fire is characteristic of gas and gas–oil fires occurring on oil platforms and gas production and processing plants. The consequences of such fires are characterized by high material damage; this is associated with extensive networks of technological communications, since there is a high density of technological facilities and installations in the territory where these fires occur. At such facilities, there is a large number of steel structures, which under the action of high temperature quickly lose their strength and deform. To protect steel structures in the oil and gas industry, fire protection is used, which consists of different types: boards in the form of flat plates, plasters, and epoxy paints. This paper compares three types of fire protection materials for steel structures under jet fire: board fireproofing, plaster composition, and epoxy coating. When comparing the efficiency in jet fire, cement boards were found to be the best. However, despite the better fire protection efficiency, their low application is expected due to their massiveness and the high cost of such protection and the difficulty of installation. Nevertheless, the development of fire depends on the place of its origin, the size of the initial fire zone, and the stability and massiveness of the metal elements of the vessel structure or the structure of the boards on which the equipment can be placed. Therefore, it is necessary to take these factors into account when selecting fire protection and to apply it depending on the required fire resistance limits of structures, which should be determined depending on the fire development scenarios. Full article
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<p>Comparison of fire temperature regimes: (<b>a</b>) dependence of the medium temperature and (<b>b</b>) dependence of the medium heat flux on the time of fire exposure [<a href="#B10-fire-07-00281" class="html-bibr">10</a>,<a href="#B11-fire-07-00281" class="html-bibr">11</a>,<a href="#B12-fire-07-00281" class="html-bibr">12</a>].</p>
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<p>Test configuration diagrams according to ISO22899-1: (<b>a</b>) internal configuration (1—containment chamber, 2—nozzle, 3—supports); (<b>b</b>) external configuration (1—flame recirculation chamber, chamber support, 2—flame recirculation, 3—test structure, 4—test structure support, 5—nozzle).</p>
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<p>The scheme of the cone-shaped tapered nozzle used for the tests.</p>
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<p>Materials of fire protection system: (<b>a</b>) fire-retardant mat “IG-NIS-mat CB”, (<b>b</b>) fire barrier “PROMIZOL-Proplate”, (<b>c</b>) fire-retardant board “PROZASK Firepanel”.</p>
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<p>The scheme of installation of fire protection system based on «PROZASK Firepanel» fireproof boards and installation of temperature sensors is shown.</p>
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<p>View of specimen №1: (<b>a</b>) before the test, (<b>b</b>) after the test.</p>
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<p>View of specimen No. 2: (<b>a</b>) before the test, (<b>b</b>) after the test.</p>
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<p>View of specimen No. 3: (<b>a</b>) before testing, (<b>b</b>) after testing, (<b>c</b>) after cooling.</p>
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<p>Dependence of the average temperature of samples No. 1, 4 on the time of heat exposure.</p>
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<p>View of specimen No. 4: (<b>a</b>) before the test, (<b>b</b>) after the test.</p>
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<p>Enlarged photos of sample #4 after cooling: (<b>a</b>) view of zone 1, (<b>b</b>) view of zones 2 and 3.</p>
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<p>Relationship curves for plaster and epoxy coatings: (<b>a</b>) time to reach critical temperature; (<b>b</b>) material thickness at which the critical temperature of 500C is reached within 60 min of the experiment.</p>
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21 pages, 29072 KiB  
Article
Fire Resistance of Foamed Concrete for Discontinuous Partition Filling
by Paweł Sulik, Bożena Kukfisz, Adriana Dowbysz and Agata Oszczak-Nowińska
Materials 2024, 17(6), 1315; https://doi.org/10.3390/ma17061315 - 13 Mar 2024
Viewed by 1168
Abstract
Lightweight concrete exhibits many advantages over traditional concrete such as lower density and thermal conductivity and an easier, cheaper, less energy-consuming manufacturing process. In order to extend its applications, there is a need to study its behavior in fire situations. Due to that, [...] Read more.
Lightweight concrete exhibits many advantages over traditional concrete such as lower density and thermal conductivity and an easier, cheaper, less energy-consuming manufacturing process. In order to extend its applications, there is a need to study its behavior in fire situations. Due to that, the aim of this study was to assess the fire resistance of foam concrete, depending on its thickness and the foaming process applied. Fire resistance was assessed according to EN 1363-1. The results indicate the usefulness of foam concrete in terms of isolating fire temperatures for discontinuous partition filling that are consequently a real alternative to dedicated solutions in the field of passive fire protection. The density of foam concrete was shown to have a large effect on the ability to insulate fire temperatures with a standard material preparation process. It was also noted that changing the method to continuous foam feeding may result in the achievement of similar values while maintaining foam concrete low density. Full article
(This article belongs to the Section Construction and Building Materials)
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<p>Analysis of keyword (concrete and fire) co-occurrence from 2014 to 2024 (keyword co-occurrence threshold of 15).</p>
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<p>Examples of foam concrete structures: (<b>a</b>) stable, acceptable; (<b>b</b>) brittle, non-acceptable.</p>
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<p>Distribution of thermocouples inside the sample.</p>
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<p>Molds with elements essential to the insertion of thermocouples.</p>
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<p>Distribution of thermocouples inside the samples.</p>
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<p>Distribution of samples in the test wall.</p>
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<p>Samples were placed in the support structure (heated side).</p>
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<p>Temperatures of the furnace heating conditions.</p>
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<p>Samples at 60 min of the measurement (non-heated side).</p>
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<p>Samples at 120 min of the measurement (non-heated side).</p>
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<p>Samples after the measurement (heated side).</p>
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<p>Samples after the measurement (non-heated side).</p>
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<p>Sample 2 of Material 1 after testing: (<b>a</b>) from the heated side, (<b>b</b>) in cross-section.</p>
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<p>Temperature time courses for Sample 1.1.</p>
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<p>Temperature time courses for Sample 1.2.</p>
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<p>Temperature time courses for Sample 1.3.</p>
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<p>Temperature time courses for Sample 2.1.</p>
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<p>Temperature time courses for Sample 2.2.</p>
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<p>Temperature time courses for Sample 2.3.</p>
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<p>Temperature time courses for Sample 3.1.</p>
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<p>Temperature time courses for Sample 3.2.</p>
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<p>Temperature time courses for Sample 3.3.</p>
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<p>Temperature time courses for Sample 4.1.</p>
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<p>Temperature time courses for Sample 4.2.</p>
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<p>Temperature time courses for Sample 4.3.</p>
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<p>Temperature time courses for Sample 5.1.</p>
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<p>Temperature time courses for Sample 5.2.</p>
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<p>Temperature time courses for Sample 5.3.</p>
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<p>Average temperature time courses for materials studied at a thickness of 15 mm.</p>
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<p>Average temperature time courses for materials studied at a thickness of 50 mm.</p>
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<p>Average temperature time courses for materials studied at a thickness of 100 mm.</p>
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<p>Average temperature time courses for materials studied at a thickness of 150 mm.</p>
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<p>Average temperature time courses for materials studied at a thickness of 200 mm.</p>
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10 pages, 588 KiB  
Article
Firefighter Stress, Anxiety, and Diminished Compliance-Oriented Safety Behaviors: Consequences of Passive Safety Leadership in the Fire Service?
by Todd D. Smith, Mari-Amanda Dyal and David M. DeJoy
Fire 2023, 6(6), 241; https://doi.org/10.3390/fire6060241 - 18 Jun 2023
Cited by 3 | Viewed by 2370
Abstract
Safety-specific passive leadership has been negatively linked to diminished safety outcomes, including safety behaviors. However, this relationship is not fully understood. Research has not fully examined mediating factors that may be influenced by passive leadership, which then influence safety behaviors. Research among firefighters [...] Read more.
Safety-specific passive leadership has been negatively linked to diminished safety outcomes, including safety behaviors. However, this relationship is not fully understood. Research has not fully examined mediating factors that may be influenced by passive leadership, which then influence safety behaviors. Research among firefighters in this context is particularly absent. As such, this study aimed to examine relationships between safety-specific passive leadership, stress, anxiety, and compliance-oriented safety behavior outcomes among 708 professional firefighters. A path analysis was completed. The hypothesized model fit was very good and hypothesized relationships were confirmed. Safety-specific passive leadership was positively, significantly associated with increased firefighter stress perceptions and stress was positively, significantly associated with anxiety. Anxiety was negatively, significantly associated with both safety compliance and personal protective equipment behavior. This study has implications for researchers and practitioners. The findings emphasize the importance of active leaders in the fire service as passive leadership in the context of safety is distressing, which results in anxiety and ultimately diminished safety behavior outcomes, which could place firefighters at risk for injuries, illness, or death. Full article
(This article belongs to the Special Issue Advances in Incorporating Fire in Social-Ecological Models)
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<p>Hypothesized model.</p>
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22 pages, 9994 KiB  
Review
Fire Retardant Phase Change Materials—Recent Developments and Future Perspectives
by Kinga Pielichowska, Natalia Paprota and Krzysztof Pielichowski
Materials 2023, 16(12), 4391; https://doi.org/10.3390/ma16124391 - 14 Jun 2023
Cited by 23 | Viewed by 4158
Abstract
The accumulation of thermal energy in the form of latent heat of phase transition using phase change materials (PCMs) is one of the most attractive and studied research areas with huge application potential in both passive and active technical systems. The largest and [...] Read more.
The accumulation of thermal energy in the form of latent heat of phase transition using phase change materials (PCMs) is one of the most attractive and studied research areas with huge application potential in both passive and active technical systems. The largest and most important group of PCMs for low-temperature applications are organic PCMs, mainly paraffins, fatty acids, fatty alcohols, and polymers. One of the major disadvantages of organic PCMs is their flammability. In many applications such as building, battery thermal management, and protective insulations, the crucial task is to reduce the fire risk of flammable PCMs. In the last decade, numerous research works have been performed to reduce the flammability of organic PCMs, without losing their thermal performance. In this review, the main groups of flame retardants, PCMs flame retardation methods as well as examples of flame-retarded PCMs and their application areas were described. Full article
(This article belongs to the Section Energy Materials)
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<p>Classification of PCMs. Adapted with permission from Ref. [<a href="#B4-materials-16-04391" class="html-bibr">4</a>]. 2014, Elsevier.</p>
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<p>Schematic diagram that illustrates the flame retardant mechanisms. Reprinted/adapted with permission from Ref. [<a href="#B10-materials-16-04391" class="html-bibr">10</a>]. 2022, Elsevier.</p>
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<p>Scheme of possible combustion mechanism for paraffin/HDPE/IFR/EG as shape-stabilized PCM. Reprinted with permission from Ref. [<a href="#B20-materials-16-04391" class="html-bibr">20</a>]. 2010, Elsevier.</p>
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<p>Scheme of the flame-resistant mechanism of surface-coated SSPCM. Reprinted from [<a href="#B27-materials-16-04391" class="html-bibr">27</a>].</p>
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<p>Legend of the parameters to comprehend the graph (above) and ignition-extinction periods for CA + MA mixture formulation with flame retardants (below). (<b>a</b>) Fire performance of capric and myristic eutectic with 50 wt% magnesium hydroxide; (<b>b</b>) Fire performance of capric and myristic eutectic with 50 wt% hydromagnesite; (<b>c</b>) Fire performance of capric and myristic eutectic with 20 wt% APP; (<b>d</b>) Fire performance of capric and myristic eutectic mixture. t<sub>i</sub>: ignition time; t<sub>e</sub>: extinction time; t<sub>c</sub>: combustion time. Reprinted from [<a href="#B32-materials-16-04391" class="html-bibr">32</a>].</p>
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<p>Illustration of the preparation process of the PEG/silsesquioxane composite. Reprinted with permission from Ref. [<a href="#B37-materials-16-04391" class="html-bibr">37</a>]. 2013, Elsevier.</p>
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<p>Schematic illustration of PBPCMs. Reprinted with permission from Ref. [<a href="#B40-materials-16-04391" class="html-bibr">40</a>]. 2021, Elsevier.</p>
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<p>(<b>a</b>) Digital photos of UL-94 test for sample PCM-0, (<b>b</b>) Digital photos of UL-94 test for sample PCM-15%, (<b>c</b>) LOI values of the samples (the LOI value increased by 32.87% for PCM-15%), (<b>d</b>) heat release rate (HRR) curves, (<b>e</b>) peak of HRR (pHRR) values, (<b>f</b>) THR curves, (<b>g</b>) THR values based on the THR curves, and (<b>h</b>) char images of the four samples after CONE tests. Reprinted with permission from Ref. [<a href="#B59-materials-16-04391" class="html-bibr">59</a>]. 2022, Elsevier.</p>
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<p>Combustion images of sample (<b>a</b>) PLR, (<b>b</b>) sample PLR-PA10, (<b>c</b>) TGA curves of all the PCM samples, (<b>d</b>) char morphology of sample PLR, (<b>e</b>) char morphology of sample PLR-PA10, (<b>f</b>) char morphology of sample PLR-PA20, (<b>g</b>) char morphology of sample PLR-PA30, (<b>h</b>) HRR curves of all the PCMs, (<b>i</b>) THR curves of all the PCMs, and (<b>j</b>) LOI values of the PCMs. Reprinted with permission from Ref. [<a href="#B45-materials-16-04391" class="html-bibr">45</a>]. 2022, Elsevier.</p>
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<p>Experimental flowchart of the experiment. Reprinted with permission from Ref. [<a href="#B60-materials-16-04391" class="html-bibr">60</a>]. 2023, Elsevier.</p>
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<p>Operating principle of PCMs with thermal conductivity improvement methods such as adding fins and fillers application in BTMS under various temperatures. Reprinted from [<a href="#B62-materials-16-04391" class="html-bibr">62</a>].</p>
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<p>Reactions of HFR with OH and H radicals under heat exposure [<a href="#B13-materials-16-04391" class="html-bibr">13</a>].</p>
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17 pages, 6377 KiB  
Article
Efficacy of Fire Protection Techniques on Impact Resistance of Self-Compacting Concrete
by Mervin Ealiyas Mathews, Tattukolla Kiran, Anand Nammalvar, A. Diana Andrushia and U. Johnson Alengaram
Buildings 2023, 13(6), 1487; https://doi.org/10.3390/buildings13061487 - 8 Jun 2023
Cited by 1 | Viewed by 1424
Abstract
The present research investigates the behaviour of sustainable Self-Compacting Concrete (SCC) when subjected to high temperatures, focusing on workability, post-fire impact resistance, and the effects of fire protection coatings. To develop environmentally friendly SCC mixes, Supplementary Cementitious Materials (SCM) such as Fly Ash [...] Read more.
The present research investigates the behaviour of sustainable Self-Compacting Concrete (SCC) when subjected to high temperatures, focusing on workability, post-fire impact resistance, and the effects of fire protection coatings. To develop environmentally friendly SCC mixes, Supplementary Cementitious Materials (SCM) such as Fly Ash (FA), Ground Granulated Blast Furnace Slag (GGBFS), and Expanded Perlite Aggregate (EPA) were used. Fifty-six cubes and ninety-six impact SCC specimens were cast and cured for testing. Fire-resistant Cement Perlite Plaster (CPP) coatings were applied to the protected specimens, a passive protection coating rarely studied. SCC (unprotected and protected) specimens, i.e., protected and unprotected samples, were heated following the ISO standard fire curve. An extensive comparative study has been conducted on utilising different SCMs for developing SCC. Workability behaviour, post-fire impact resistance, and the influence of fire protection coatings on sustainable SCC subjected to high temperatures are the significant parameters examined in the present research, including physical observations and failure patterns. The test results noted that after 30 min of exposure, the unprotected specimen exhibited a significant decrease in failure impact energy, ranging from 80% to 90%. Furthermore, as the heating duration increased, there was a gradual rise in the loss of failure impact energy. However, when considering the protected CPP specimens, it was observed that they effectively mitigated the loss of strength when subjected to elevated temperature. Therefore, the findings of this research may have practical implications for the construction industry and contribute to the development of sustainable and fire-resistant SCC materials. Full article
(This article belongs to the Special Issue Strength and Performance of Building Materials)
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<p>Granulometric curve of MS and CA.</p>
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<p>View of workability tests of fresh SCC.</p>
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<p>(<b>a</b>) View of the unheated specimens and heated specimens. (<b>b</b>) Time-temperature curve.</p>
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<p>Compressive test results of SCC mixes.</p>
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<p>Schematic representation and view of impact strength test setup.</p>
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<p>Interaction graph showing variation between residual compressive strength (represented by the line) and mass loss (represented by histograms) of SCC specimens for different duration of heating.</p>
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<p>Failure impact energy (represented by histograms) and the number of blows of unprotected SSCC specimens subjected to high temperature (represented by the line), (<b>a</b>) FA and GGBFS, (<b>b</b>) FA/EPA and GGBFS/EPA.</p>
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<p>(<b>a</b>) Failure impact energy (represented by histograms) and the corresponding number of blows of protected SCC (FA) specimens exposed to elevated temperature (represented by the dots). (<b>b</b>) Failure impact energy (represented by histograms) and the corresponding number of blows of protected SCC (GGBFS) specimens exposed to elevated temperature (represented by the dots).</p>
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<p>(<b>a</b>) Failure pattern of heat-exposed FA and FA/EPA/CPP specimens. (<b>b</b>) Failure pattern of heat-exposed GGBFS and GGBFS/EPA/CPP specimens.</p>
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17 pages, 5429 KiB  
Article
Experimental Analysis of Lightweight Fire-Rated Board on Fire Resistance, Mechanical, and Acoustic Properties
by Ming Chian Yew, Ming Kun Yew and Richard Kwok Kit Yuen
Fire 2023, 6(6), 221; https://doi.org/10.3390/fire6060221 - 31 May 2023
Cited by 7 | Viewed by 2426
Abstract
Using lightweight fire-rated board (LFRB) presents cost-effective opportunities for various passive fire protection measures. The aim of the project is to develop an LFRB with enhanced fire resistance, acoustic properties, and mechanical properties. These properties were determined using a Bunsen burner, furnace, energy-dispersive [...] Read more.
Using lightweight fire-rated board (LFRB) presents cost-effective opportunities for various passive fire protection measures. The aim of the project is to develop an LFRB with enhanced fire resistance, acoustic properties, and mechanical properties. These properties were determined using a Bunsen burner, furnace, energy-dispersive X-ray, impedance tube instrument, and Instron universal testing machine. To fabricate the LFRBs, vermiculite and perlite were blended with flame-retardant binders, and four types of LFRBs were produced. A fire test was conducted to compare the fire-resistance performance of the LFRBs with a commercially available flame-retardant board. The B2 prototype showed exceptional fire-resistant properties, with a temperature reduction of up to 73.0 °C, as compared to the commercially available fire-rated magnesium board. Incorporating nano chicken eggshell into the specially formulated flame-retardant binder preserved the LFRBs’ structural integrity, enabling them to withstand fire for up to 120 min with an equilibrium temperature of 92.6 °C. This approach also provided an absorption coefficient of α = 2.0, a high flexural strength of 3.54 MPa, and effective flame-retardancy properties with a low oxygen/carbon ratio of 2.60. These results make the LFRBs valuable for passive fire protection applications in the construction and building materials industry. Full article
(This article belongs to the Special Issue Fire Performance Materials and Structure)
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<p>Bunsen burner test setup for intumescent binder (Part 1).</p>
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<p>Dimensions of the fire-rated board (all in mm) and setup of fire test under 120 min of fire (Part 2).</p>
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<p>Absorption measurement setup for the flame-retardant boards.</p>
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<p>(<bold>a</bold>) Three-point flexural test setup. (<bold>b</bold>) Schematic diagram.</p>
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<p>Evolution of temperatures on the protected and unprotected galvanized steel plates.</p>
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<p>Char layer of samples A1–A4 after the Bunsen burner test.</p>
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<p>Char layer thicknesses of the coating samples measured at 500 °C and 600 °C.</p>
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<p>Evolution of temperature of fire-resistant boards at the center (T1).</p>
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<p>Evolution of temperature of fire-resistant boards at the edge (T2).</p>
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<p>The boards after the 120 min fire test: (<bold>a</bold>) Commercial; (<bold>b</bold>) B2 fire-rated.</p>
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<p>Sound transmission loss measurement of all prototype samples with various frequencies.</p>
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22 pages, 3120 KiB  
Review
The Development of Cement-Based, Intumescent and Geopolymer Fire-Retardation Coatings for Metal Structures: A Review
by Kaibao Wang and Huirong Le
Coatings 2023, 13(3), 495; https://doi.org/10.3390/coatings13030495 - 23 Feb 2023
Cited by 12 | Viewed by 3192
Abstract
Coating, as one of the significant applications in the building and construction sector, is crucial to prevent steel from reaching critical temperature and fire-induced structural collapse. This article reviews the current use of conventional coatings and assesses the potential use of novel geopolymer [...] Read more.
Coating, as one of the significant applications in the building and construction sector, is crucial to prevent steel from reaching critical temperature and fire-induced structural collapse. This article reviews the current use of conventional coatings and assesses the potential use of novel geopolymer coatings on the metal substrate, particularly on the steel structure. The conventional passive fireproofing systems, including cement-based coatings and intumescent coatings, exhibit unavoidable limitations either due to the high thickness and weight or poor thermal and chemical resistance of the coating. Thus, innovations in conventional and novel coatings are constantly developing and growing rapidly. In recent years, geopolymer coatings have attracted much attention due to their higher mechanical strength and excellent resistance to chemicals and heat. Moreover, the green and environmentally friendly characteristics make geopolymer an admirable coating material for many applications. The main challenge that lies in the development of geopolymer coating is the interfacial bonding with the metal structure. Therefore, the influencing factors, including precursor materials, alkaline activator, and curing processes on the adhesion and thermal and chemical resistance of the geopolymer coating have been well explored. The performance comparison between these coatings indicates that geopolymer coating offers a superior mechanical and thermal performance, along with a substantially lower environmental impact compared with cement-based coating. This suggests that geopolymer coatings have great potential for fire protection on steel structures. Full article
(This article belongs to the Special Issue Protective Composite Coatings: Implementation, Structure, Properties)
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<p>The number of journal articles published on fire-resistance coating and geopolymer coating over the last 5 years.</p>
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<p>Steel structure protected with an intumescent coating before (left) and after (right) fire test. Reprinted with permission from Ref. [<a href="#B3-coatings-13-00495" class="html-bibr">3</a>]. Copyright 2019, Elsevier.</p>
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<p>Schematic representation of the intumescence process. Reprinted with permission from Ref. [<a href="#B5-coatings-13-00495" class="html-bibr">5</a>]. Copyright 2016, Springer Nature.</p>
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<p>Schematic illustration of dissolution–reorganization mechanism in geopolymer formation at varying Si/Al mole ratios: (<b>a</b>) 1.5, (<b>b</b>) 2.5. and (<b>c</b>) 3.5 in HGM/geopolymer composites. Reprinted with permission from Ref. [<a href="#B93-coatings-13-00495" class="html-bibr">93</a>]. Copyright 2022, Elsevier.</p>
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<p>Interface between geopolymer coating and (<b>a</b>) mild steel and (<b>b</b>) stainless steel. Reprinted with permission from Ref. [<a href="#B80-coatings-13-00495" class="html-bibr">80</a>]. Copyright 2009, Elsevier.</p>
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<p>Evaluation of the back face temperature of the metal plate without coating (reference) and geopolymer coating with various raw ingredients after contact with the propane flame. Reprinted with permission from Ref. [<a href="#B102-coatings-13-00495" class="html-bibr">102</a>]. Copyright 2019, Springer Nature.</p>
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<p>The schematic illustration of the preparation and coating process for reduced graphene oxide geopolymer coating. Reprinted with permission from Ref. [<a href="#B16-coatings-13-00495" class="html-bibr">16</a>]. Copyright 2022, Elsevier.</p>
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<p>SEM images of geopolymer coatings on the low carbon steel, with curing at (<b>a</b>,<b>b</b>) 40 °C, (<b>c</b>,<b>d</b>) 80 °C, and (<b>e</b>,<b>f</b>) 150 °C. Reprinted with permission from Ref. [<a href="#B110-coatings-13-00495" class="html-bibr">110</a>]. Copyright 2020, Springer Nature.</p>
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<p>Shear bond strength between geopolymer paste, epoxy, and substrate with interface line at 45° to the vertical. Reprinted with permission from Ref. [<a href="#B112-coatings-13-00495" class="html-bibr">112</a>]. Copyright 2015, Elsevier.</p>
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<p>Life-cycle boundary of (<b>a</b>) ordinary Portland cement, (<b>b</b>) slug, (<b>c</b>) metakaolin, (<b>d</b>) fly ash, and (<b>e</b>) waterglass [<a href="#B117-coatings-13-00495" class="html-bibr">117</a>].</p>
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26 pages, 7728 KiB  
Article
Fire Risk Assessment of Heritage Villages: A Case Study on Chengkan Village in China
by Yunfa Wu, Sarula Chen, Dongzhe Wang and Qiang Zhang
Fire 2023, 6(2), 47; https://doi.org/10.3390/fire6020047 - 25 Jan 2023
Cited by 9 | Viewed by 4436
Abstract
Fire risk assessment is important in heritage-village risk management and cultural relics protection. This study aims to establish a fire risk assessment system and model to assess fire safety for heritage villages. Given the complexity and openness of the heritage village system, the [...] Read more.
Fire risk assessment is important in heritage-village risk management and cultural relics protection. This study aims to establish a fire risk assessment system and model to assess fire safety for heritage villages. Given the complexity and openness of the heritage village system, the nonlinearity of the driving factors, and the dual attributes of residence and tourism, this paper constructs an index system of three aspects: cultural relic value sensitivity, village fire hazard, and evacuation accessibility. Based on ANP and the Bayes algorithm, a hybrid intelligent model is developed, and the index is weighted by combining subjective expert scoring and objective fact statistics. Finally, ArcGIS buffer and network analysis functions are used for grid processing to quantify and evaluate the difference in fire risk distribution in spatial units of heritage villages. We apply this assessment method to Chengkan Village, a national critical cultural relic protection unit. The results reveal that the cluster settlement layout pattern of the ancestral temple buildings plays a decisive role in the fire risk distribution in Chengkan Village; furthermore, the main factors leading to fire risk were analyzed. In Chengkan Village’s core area, the focus of the local government should be on strengthening active fire prevention measures to reduce the probability of fire. In contrast, in the northern and southern areas, it should focus on enhancing passive fire prevention measures to reduce the possibility of significant fires. Full article
(This article belongs to the Collection Heritage and Fire)
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<p>Identification of the study area. (<b>a</b>) The Huizhou culture region in Anhui. (<b>b</b>) The Chengkan Village in Huizhou culture region. (<b>c</b>) The Chengkan Village conservation planning.</p>
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<p>Photos of Chengkan Village. (<b>a</b>) Overall view. (<b>b</b>) Luo DongShu Ancestral Temple. (<b>c</b>) Ming Dynasty architecture.</p>
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<p>Fire risk assessment model flow chart.</p>
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<p>Index system factor logical relationship.</p>
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<p>The Bayesian network directed acyclic graph.</p>
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<p>Bayes fire risk assessment index topological network.</p>
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<p>Netica-Bayes topology network weight calculation result.</p>
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<p>(<b>a</b>) Typical ANP network structure; (<b>b</b>) ANP fire risk assessment index network.</p>
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<p>Yaahp-ANP network analytic hierarchy model weight calculation result.</p>
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<p>Fire risk assessment vector data of Chengkan Village. (<b>a</b>) The plan for Chengkan Village; (<b>b</b>) classification of protection levels of cultural relic; (<b>c</b>) classification of cultural relic protection elements; (<b>d</b>) environmental sanitation distribution map; (<b>e</b>) building renovation mode diagram; (<b>f</b>) wire and cable distribution diagram; (<b>g</b>) building height distribution diagram; (<b>h</b>) building quality distribution diagram; (<b>i</b>) layout of water supply and fire protection; (<b>j</b>) road traffic distribution map; (<b>k</b>) travel route map.</p>
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<p>Fire risk assessment vector data of Chengkan Village. (<b>a</b>) The plan for Chengkan Village; (<b>b</b>) classification of protection levels of cultural relic; (<b>c</b>) classification of cultural relic protection elements; (<b>d</b>) environmental sanitation distribution map; (<b>e</b>) building renovation mode diagram; (<b>f</b>) wire and cable distribution diagram; (<b>g</b>) building height distribution diagram; (<b>h</b>) building quality distribution diagram; (<b>i</b>) layout of water supply and fire protection; (<b>j</b>) road traffic distribution map; (<b>k</b>) travel route map.</p>
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<p>Establishment of the index buffer zone. (<b>a</b>) Moving ember buffer zone; (<b>b</b>) electric box buffer zone; (<b>c</b>) hydrant buffer zone; (<b>d</b>) micro fire engines buffer zone; (<b>e</b>) occupant gathering point buffer zone; (<b>f</b>) travel route buffer zone.</p>
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<p>Different aspects of Chengkan Village assessment. (<b>a</b>) Cultural relic value sensitivity assessment; (<b>b</b>) village fires hazard assessment; (<b>c</b>) evacuation accessibility assessment; (<b>d</b>) comprehensive fire risk assessment.</p>
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