The Continuous Strength Method for slender stainless steel cross-sections
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- 作者：Shameem Ahmeda ; Shameem.Ahmed@student.adfa.edu.au" class="auth_mail" title="E-mail the corresponding author ; Mahmud Ashrafb ; Mahmud.Ashraf@unsw.edu.au" class="auth_mail" title="E-mail the corresponding author ; Mohammad Anwar-Us-Saadata ; Mohammad.Anwar-Us-Saadat@student.adfa.edu.au" class="auth_mail" title="E-mail the corresponding author
- 关键词：Continuous Strength Method ; Cross-section slenderness ; Cross-section resistance ; Deformation capacity ; Equivalent elastic deformation capacity ; Local buckling
- 刊名：Thin-Walled Structures
- 出版年：2016
- 出版时间：October 2016
- 年：2016
- 卷：107
- 期：Complete
- 页码：362-376
- 全文大小：1231 K
文摘
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Strain based design technique, the CSM, has been extended for slender sections.
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A new parameter εe, ev tackles the post-buckling behaviour of slender sections.
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Extensive parametric study has been carried out using FE models.
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The suggested technique is developed using both experimental and numerical results
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Proposed extension of CSM produces accurate, consistent and reliable predictions.