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The retrofit of notch damaged steel beams is investigated via the experimental testing of nine wide-flange steel beam specimens and finite element simulation.
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The strength can be correlated with the internal bearing damage; this is verified by micrography about the bearing test specimen and finite element analysis.
Specimens testing and finite element analysis were conducted to investigate the fatigue performance of cope-hole details in welded integral joints of a steel truss bridge.
The mechanics of fatigue crack initiation in roughly 500-nm-thick freestanding copper (Cu) films were investigated by using single-side-edge-notched specimens and elastic finite element method (FEM) analyses.
Sufficient fatigue specimen testing and finite element analyses are necessary to predict the fatigue behavior of CFST joints via the HSS approach.
Based on the experimental results obtained in two different specimen geometries and finite element analysis, it is deduced that a normal-stress-modified maximum shear stress criterion rather than a shear plane criterion can describe the conditions for the formation of shear bands in uniaxial tension.
Based on the J integral, the closed-form solutions are used to develop the analytical solutions of the mode I stress intensity factor for spot welds in lap-shear specimens of large and finite sizes.
At high loads near the ultimate strength of specimens, large strains and finite strain rates are found to be significant under semi-rectangular loading so the LCF behavior is affected.
A new method is presented to determine the full-range, uniaxial constitutive relationship of materials by tensile tests on funnel specimens with small curvature radius and finite element analysis (FEA).
In this study, to analyze the compression-failure behavior of the single form block and prism specimens, nonlinear finite element analyses of the single form block in Fig. 17a and of the prism specimens in Fig. 17b were conducted by using Midas FEA program (2013).
A new data reduction scheme based on modifications in the ASTM standard, accounting for material anisotropy and specimen finite geometry effects is suggested.
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Justyna Jupowicz-Kozak
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