About rational design of reinforced concrete structures in conditions of ultimate stress state element approximation

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The article reveals major prerequisites of using reinforced concrete structure analysis in the mode of deformation with cracks, describes main specifications of structural analysis, and includes base formulae for threedimensional elements with oblique-angled reinforcement.

Reinforced concrete, stiffness matrix, stress matrix, nonlinearity, rational design, finite element method, bond effect

Короткий адрес: https://sciup.org/142142151

IDR: 142142151

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