Buckling of stiffeners for stainless steel trapezoidal sheeting

被引:4
作者
Misiek, Thomas [1 ]
Krueger, Helmut [1 ]
Kathage, Karsten [2 ]
Ummenhofer, Thomas [1 ]
机构
[1] Karlsruhe Inst Technol, Versuchsanstalt Stahl Holz & Steine, Otto Ammann Pl 1, D-76131 Karlsruhe, Germany
[2] Deutsch Inst Bautech DIBt, D-10829 Berlin, Germany
来源
STEEL CONSTRUCTION-DESIGN AND RESEARCH | 2010年 / 3卷 / 03期
关键词
trapezoidal sheeting; stainless steel; buckling of stiffeners;
D O I
10.1002/stco.201010029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The calculation of the loadbearing capacity of thin-walled structures, including trapezoidal sheeting, normally follows the procedures of EN 1993-1-3 and similar codes. EN 1993-1-4 complements this standard for thin-walled structures made of stainless steel. Unfortunately, a buckling curve for stiffeners between the plane cross-section parts of the flanges or the webs is lacking. A finite element analysis was performed in order to obtain a buckling curve for such stiffeners. The finite element model was calibrated based on test results and by recalculating the EN 1993-1-3 buckling curve for the stiffeners in trapezoidal sheeting made of non-alloy structural steel. The results of the research into the loadbearing behaviour of thin-walled stainless steel trapezoidal sheeting presented here are closing this gap: the proposed addition to the design formulae means it is now possible to carry out a complete calculation of the loadbearing capacity of stainless steel trapezoidal sheeting.
引用
收藏
页码:225 / 230
页数:6
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