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- W2594790497 abstract "Finite element models are developed in this paper by using the general-purpose finite element soft-ware,ANSYS,with accurate simulation of the residual stresses and the initial geometric imperfections of the specimens,to analyze the local buckling behaviors of 17 high strength steel columns welded I-section and box section under axial compression.By comparing the finite element analysis(FEA) results with the corresponding test results,it has been verified that the finite element model created in this paper can accurately simulate the initial geometric imperfections and residual stresses of the columns,and analyze the local buckling behaviors of high strength steel columns under axial compression,which provides a basis for the further finite element para-metric study." @default.
- W2594790497 created "2017-03-16" @default.
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- W2594790497 date "2010-01-01" @default.
- W2594790497 modified "2023-09-24" @default.
- W2594790497 title "Finite Element Analysis on the Local Buckling of High Strength Steel Members under Axial Compression" @default.
- W2594790497 hasPublicationYear "2010" @default.
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