Prediction of the Non-Linear Rupture of a Section Under Compound Deviated Bending
D. Atlaoui,
A. Mansouri,
H. Ait Aider
Abstract:Under stresses close to the ultimate stresses, a reinforced concrete section yields and cracks. The calculation in linear elasticity no longer makes it possible to evaluate the real deformations of the section. One is then led to make a study in nonlinear elasticity. The object of this work is the elaboration of a calculation method in nonlinear elasticity, allowing the simulation until the failure of reinforced concrete sections subjected to a compound deviated bending taking into account the real behavior la… Show more
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