PLASTIC RESISTANCE OF MILD STEEL RECTANGULAR SECTIONS.

被引：0

作者：

Shakir-Khalil, H.

Tadros, G.S.

机构：

来源：

Structural Engineer | 1973年 / 51卷 / 07期

关键词：

PLASTICITY - STRUCTURAL DESIGN;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Investigation of solid and hollow rectangular sections subjected to bending about both principal axes in the presence of an axial force. Curves are obtained for the possible combinations of the external forces under which full plasticityoccurs in the section, and a series of tests was performed with a view to providing experimental evidence. The analysis covers also the case in which the section is additionally subject to twisting moment.

引用

页码：239 / 249

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