Simulation of cohesive fracture method in concrete structures

Autores

  • Kycianne Rose Alves de Goes Barros UFAL - Universidade Federal de Alagoas
  • Rafael Nunes da Cunha Federal University of Alagoas
  • David Leonardo Nascimento de Figueiredo Amorim Federal University of Sergipe

DOI:

https://doi.org/10.55592/cilamce.v6i06.8185

Palavras-chave:

Fracture mechanics, cohesive fracture method, non-linear concrete analysis

Resumo

The objective of fracture mechanics is to analyze the materials behavior and its failure modes applied to structures. Thereby, it is possible to identify the parameters that impact directly on crack evolution. Geometry, loading, and material properties are examples of crucial failure factors. There are some existing methods to analyze structural collapses, but the cohesive fracture is well known because of its efficiency, being used to calculate many different engineering materials. This paper uses the fundamental concepts of cohesive fracture to link experimental and numerical data. In other words, this paper aims to study two different concrete structures in which were applied cohesive fracture method and then compare the theoretical results with experimental ones. Moreover, some parameters such as crack position, width, thickness, and fracture energy, were defined by finite element analyses. In general, the obtained results show conformity between both simulations.

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Publicado

2024-12-02

Edição

Seção

Computational Fracture Mechanics (CFM)