Simulação Numérica do Comportamento de Elementos Estruturais em Concreto e Argamassa Armada pelo Emprego de um Modelo de Dano

Abstract

This work introduces a preliminary study about the response of a isotropìc damage constitutive model applied to the analysis of the non-linear behavior of reinforced concrete and ferrocement structural elements (beams and plates). The results obtained show a good performance of the model used and ensure the continuity of the study here started.