Experiments of Class 4 open section beams at elevated temperature
详细信息 查看全文
- 作者：Martin Prachara ; martin.prachar@fsv.cvut.cz" class="auth_mail" title="E-mail the corresponding author ; Jan Hricaka ; jan.hricak@fsv.cvut.cz" class="auth_mail" title="E-mail the corresponding author ; Michal Janderaa ; michal.jandera@fsv.cvut.cz" class="auth_mail" title="E-mail the corresponding author ; Frantisek Walda ; wald@fsv.cvut.cz" class="auth_mail" title="E-mail the corresponding author ; Bin Zhaob ; BZHAO@CTICM.com" class="auth_mail" title="E-mail the corresponding author
- 关键词：Slender section ; Elevated temperature ; Lateral torsional buckling ; Tapered beam
- 刊名：Thin-Walled Structures
- 出版年：2016
- 出版时间：January 2016
- 年：2016
- 卷：98
- 期：part_PA
- 页码：2-18
- 全文大小：13752 K
文摘
- •
Summary of the current design methods for class 4 cross-section beams at elevated temperature is given.
- •
Design of beam tests at elevated temperature, as well as full description of the experiments is presented.
- •
Detailed information about the geometrical data, measured geometrical imperfections, temperature, load and actual mechanical properties were collected.
- •
Numerical simulations are compared with results of tests.