Abstract:This work intends to present a contribution about a proposed approach for the estimative of displacements in reinforced concrete structures submitted to service loads. This work is restrictive to C20 up to C35 classes of strength. The approach used in this work consists in the decreasing of cracking element elastic moduli by damage model. That constitutive model takes into account induced anisotropy, plastic deformations and bimodular elastic response and a simplified version is used in order to simulate the c… Show more
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