Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials
Contribuinte(s) |
UNIVERSIDADE DE SÃO PAULO |
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Data(s) |
18/10/2012
18/10/2012
2010
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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 |
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 |