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- W2214452903 abstract "The influence of the post-yield stress-strain relationship on the elasto-plastic behavior of a steel girder is studied. Specifically, a simply-supported steel I-section member under pure bending is analyzed, using two types of post-yield stress-strain relationship. The maximum width-to-thickness ratios for the compact section are thus obtained by 3-D nonlinear finite element method. Substantial influence of the post-yield stress-strain relationship is revealed. Since the post-yield stress-strain relationship is not specified in JIS, it may be concluded that it would be crucial to take the variability of the post-yield stress-strain relationship into account to make the design of the steel girder safe and reliable." @default.
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- W2214452903 date "2010-01-01" @default.
- W2214452903 modified "2023-09-24" @default.
- W2214452903 title "Elasto-plastic Behavior of Steel I-section Member under Bending" @default.
- W2214452903 hasPublicationYear "2010" @default.
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