Modelagem numérica do comportamento de vigas de concreto de alto desempenho submetidas a cisalhamento.

Abstract

This study aims to analyze relevant aspects of Computational Modeling of high performance concrete beams subjected to shear behavior using Finite Elements Method based program. The text first describes the main features of highperformance concrete and some of its most important mechanical properties, and briefly introduces the fundamental concepts of the shear beams. In addition, previous experimental references are used as comparison models for the simulations performed. The program used ANSYS Workbench 17.2 is presented in sequence. Finally, the results of computational modeling and experimental tests are compared.