Дифференциальные уравнения пространственного изгиба железобетонной балки с учетом физической и геометрической нелинейности и пластичности бетона

Abstract

The algorithm of creation of the spatial bending differential equations for reinforced concrete beams taking into account the nonlinear and plastic properties of concrete is offered. These equations are necessary for the solving static and dynamic problems for reinforced concrete beams and frames.