Finite element modelling and validation of ultra high strength steel beams
Author(s):
D.Amali, P. M.Yuvaranjani
Keywords:
ultra-high strength steel, plain channel sections, abaqus6.3, ‘u’ and ‘n’ orientations.
Abstract
Numerical study of buckling behaviour and flexural strength of plain channel section which is bent about the minor principal axes is given in this journal. Finite element models were modelled and validated against experimental results by using ABAQUS software. The design codes for steel structures cannot be directly used for the ultra-high strength steel (UHSS).
Article Details
Unique Paper ID: 160651

Publication Volume & Issue: Volume 10, Issue 1

Page(s): 1552 - 1555
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