[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Mohamed et al., 2024 - Google Patents

SCF determination of the CFRP-fortified T/Y-joints exposed to IPB or OPB moment via ZPSS approach

Mohamed et al., 2024

Document ID
7902678827973715693
Author
Mohamed H
Yang X
Liao F
Fu T
Publication year
Publication venue
Structures

External Links

Snippet

The stress concentration factor (SCF) of the T/Y-joints fortified with CFRP is assessed under in-plane (IPB) or out-of-plane bending (OPB) loading by employing the innovative Zero- Point Structural Stress (ZPSS) approach. Finite element (FE) models of the tubular T/Y-joints …
Continue reading at www.sciencedirect.com (other versions)

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06FELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50Computer-aided design
    • G06F17/5009Computer-aided design using simulation
    • G06F17/5018Computer-aided design using simulation using finite difference methods or finite element methods

Similar Documents

Publication Publication Date Title
Sedmak Computational fracture mechanics: An overview from early efforts to recent achievements
Božić et al. The effect of residual stresses on fatigue crack propagation in welded stiffened panels
Nassiraei et al. Stress concentration factors in tubular T/Y-joints strengthened with FRP subjected to compressive load in offshore structures
Gannon et al. Effect of welding sequence on residual stress and distortion in flat-bar stiffened plates
Zhao et al. The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending
Nassiraei et al. SCFs in tubular X-joints retrofitted with FRP under out-of-plane bending moment
Wang et al. Influence of welding sequence on residual stress distribution and deformation in Q345 steel H-section butt-welded joint
De Backer et al. Buckling design of steel tied-arch bridges
Li et al. Behaviour and design of spiral-welded stainless steel tubes subjected to axial compression
Liu et al. Testing, numerical modelling and design of Q690 high strength steel welded T-section stub columns
Le et al. Buckling of welded high-strength steel I-beams
Qiang et al. Evaluating stress intensity factors for surface cracks in an orthotropic steel deck accounting for the welding residual stresses
Liu et al. Experimental and numerical investigations of hybrid high strength steel welded T-section stub columns with Q690 flange and Q460 web
Wu et al. Experimental investigation and numerical simulation of welding residual stress in orthotropic steel deck with diaphragm considering solid-state phase transformation
Ahola et al. Fatigue strength of misaligned non-load-carrying cruciform joints made of ultra-high-strength steel
Kabir et al. Lateral torsional buckling of welded wide flange beams under constant moment
Mohamed et al. SCF determination of the CFRP-fortified T/Y-joints exposed to IPB or OPB moment via ZPSS approach
Gallo et al. Influence of crack tip plasticity on the slope of fatigue curves for laser stake-welded T-joints loaded under tension and bending
Zavvar et al. Parametric study of stress concentration factors in KT connections reinforced with concrete subjected to axial loads
Bai et al. Nonlinear mode interaction in equal-leg angle struts susceptible to cellular buckling
Mohamed et al. Stress concentration factors of CFRP-reinforced tubular K-joints via Zero Point Structural Stress Approach
Iqbal et al. Empirical modeling of stress concentration factors using finite element analysis and artificial neural networks for the fatigue design of tubular KT‐joints under combined loading
Wang et al. Numerical analysis of low cycle fatigue for welded joints considering welding residual stress and plastic damage under combined bending and local compressive loads
Mohamed et al. Stress concentration factors (SCF) of CFRP-reinforced T/Y-joints via ZPSS approach
Sadat Hosseini et al. Formulas for stress concentration factors in T&Y steel tubular joints stiffened with FRP under bending moments