BIG DEFLECTIONS IDEALLY PLASTIC RESTRAINED AND FIXED BY HINGE BEAM UNDER THE INFLUENCE OF LOAD COMBINATIONS

Abstract

In the article the technique of solving the problems of large deflections of the beams from the ideal rigid-plastic material under the influence of asymmetrically distributed loads, with account of pretension or pre compression. The developed method was applied to the study of stress-strain state of single-span beams, as well as for the calculation of the limit load for the beams.

Keywords

• балка
• нелинейность
• аналитическое определение