STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD

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Abstract


The normal stress distribution due to the axis variable force is determined in the concrete and in reinforcement. The creep and structural damages are accounted. The solution the corresponding relaxation problem is based on the quasi-linear rheological state equation.

About the authors

Nelli Taymasovna Vasil'kova

Marina Evgen'evna BAShKATOVA

Evgeniy Alekseevich LARIONOV

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