Element interaction of cold-formed stainless steel cross-sections subjected to major axis bending
详细信息 查看全文
- 作者：Feng Zhoua ; b ; zhoufeng@tongji.edu.cn" class="auth_mail" title="E-mail the corresponding author ; Gan Longb
- 关键词：Bending ; Cold-formed steel ; Flexural members ; Interaction effects of constituent plate elements ; Stainless steel ; Tubular sections
- 刊名：Journal of Constructional Steel Research
- 出版年：2016
- 出版时间：March 2016
- 年：2016
- 卷：118
- 期：Complete
- 页码：22-40
- 全文大小：2214 K
文摘
- •
An investigation is performed on constituent plate element interaction effects of cold-formed stainless steel square and rectangular hollow sections in bending.
- •
The design provisions on Class 3 and Class 2 slenderness limits and effective width formulae are assessed.
- •
New Class 3 and Class 2 slenderness limits and the section moment capacity design equations are proposed based on the whole cross-section response, which carefully take into account of the interaction effects of constituent plate elements.