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


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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.

About the authors

I A Monakhov

Moscow Architecture and Construction Institute; Moscow Finance and Law Academy

Volgogradsky Prospekt, d. 32/11, Moscow, Russia, 109316; Vvedensky str., d. 1, Moscow, Russia, 117342

Yu K Basov

Peoples’ Friendship University of Russia

Ordzhonikidze str., 3, Moscow, Russia, 115419

M I Abu Mahadi

Peoples’ Friendship University of Russia

Ordzhonikidze str., 3, Moscow, Russia, 115419

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