Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials


Autoria(s): LEONEL, Edson Denner; VENTURINI, Wilson Sergio
Contribuinte(s)

UNIVERSIDADE DE SÃO PAULO

Data(s)

18/10/2012

18/10/2012

2010

Resumo

This work deals with analysis of cracked structures using BEM. Two formulations to analyse the crack growth process in quasi-brittle materials are discussed. They are based on the dual formulation of BEM where two different integral equations are employed along the opposite sides of the crack surface. The first presented formulation uses the concept of constant operator, in which the corrections of the nonlinear process are made only by applying appropriate tractions along the crack surfaces. The second presented BEM formulation to analyse crack growth problems is an implicit technique based on the use of a consistent tangent operator. This formulation is accurate, stable and always requires much less iterations to reach the equilibrium within a given load increment in comparison with the classical approach. Comparison examples of classical problem of crack growth are shown to illustrate the performance of the two formulations. (C) 2009 Elsevier Ltd. All rights reserved.

FAPESP - Sao Paulo State Research Foundation

Identificador

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, v.34, n.2, p.122-129, 2010

0955-7997

http://producao.usp.br/handle/BDPI/17863

10.1016/j.enganabound.2009.08.005

http://dx.doi.org/10.1016/j.enganabound.2009.08.005

Idioma(s)

eng

Publicador

ELSEVIER SCI LTD

Relação

Engineering Analysis with Boundary Elements

Direitos

restrictedAccess

Copyright ELSEVIER SCI LTD

Palavras-Chave #Boundary elements #Fracture mechanics #Non-linear model #Solution technique #IMPLICIT BEM FORMULATION #SENSITIVITY PROBLEMS #LOCALIZATION #FRACTURE #SOLIDS #ELASTOPLASTICITY #IMPLEMENTATION #CONCRETE #Engineering, Multidisciplinary #Mathematics, Interdisciplinary Applications
Tipo

article

original article

publishedVersion