LOCAL BUCKLING AND FLEXURAL-TORSIONAL BUCKLING WITH REGARD TO RESIDUAL-STRESSES

被引：0
|
作者：
IVANYI, M
HEGEDUS, L
机构：
[1] Department of Steel Structures, Technical University of Budapest, H-1521 Budapest
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1992年 / 21卷 / 1-3期
关键词：
Energy Method - Theory of Plastic Deformation;
D O I：
10.1016/0143-974X(92)90028-D
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The complex of strain-hardening of structural steel, residual stresses caused by technology, interaction of plate and lateral-torsional buckling significantly affects the stability conditions of beam-columns. Theoretical results, obtained by the energy method relying on the theory of plastic deformation, are compared with test results.
引用
收藏
页码：205 / 226
页数：22
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