TAKING INTO ACCOUNT THE ENERGY DISSIPATION FOR COMPRESSED ROD STABILITY

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Abstract

Generating the loss of stability of reinforced concrete rod the longitudinal critical force is estimated by the energy method in the nonlinear formulation. The energy dissipation of the loading resistance force, the influence of the environment, compliance normal sections to the compressional and shear deformations are taken into account.

About the authors

E A Larionov

Moscow State University of Civil Engineering

Email: vmat@mgsu.ru

References


Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings



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