The Structural Engineer > Archive > Volume 51 (1973) > Issues > Issue 7 > Plastic Resistance of Mild Steel Rectangular Sections
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Plastic Resistance of Mild Steel Rectangular Sections

This paper is concerned with further 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 plasticity occurs 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. It is assumed throughout the paper that the problem of instability does not arise. H. Shakhir-Khalil and G.S. Tadros

Author(s): Shakir-Khalil, H;Tadros, G S

Keywords: hollow sections;steel;rectangular;tubes;deflection