Structural failure prediction of quasi-brittle structures: Modeling and simulation

被引:9
|
作者
da Costa-Mattos, Heraldo [1 ]
Pires-Domingues, Stella Maris [1 ]
Rochinha, Femando Alves [2 ]
机构
[1] Univ Fed Fluminense, Lab Mecan Teor & Aplicada, Programa Engn Mecan, BR-24210240 Niteroi, RJ, Brazil
[2] Univ Fed Rio de Janeiro, Programa Engn Mecan EE COPPE UFRJ, BR-21945970 Rio De Janeiro, Brazil
关键词
Continuum damage mechanics; Finite element method; Quasi-brittle materials; Crack initiation; Crack propagation; MECHANICAL-BEHAVIOR; FINITE-ELEMENT; DAMAGE; DEFORMATION; FORMULATION; ELASTICITY;
D O I
10.1016/j.commatsci.2009.03.022
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In order to avoid the loss of well-posedness in the post-localization range, some continuum damage theories introduce higher order gradients of the damage variable in the constitutive model. This paper discuss the possibility of structural failure prediction of quasi-brittle materials through a special kind of gradient-enhanced damage theory in which the material is considered to possess a substructure or microstructure. In these theories the microscopic movements are accounted for by the damage variable and a reformulation of the kinematics (to include the possible "micro-motions") and of some basic governing principles of the classical continuum mechanics is necessary. The theory allows an adequate description of the strain-softening and localization behavior due to the material degradation. Within this framework a numerically predicted macro-crack is the set of points in the structure where the damage variable has reached its critical value. A simple numerical technique, based on the finite element method, is proposed to approximate the solution of the resulting nonlinear problem. The main features of such kind of approach are discussed through examples concerning macro-crack initiation and propagation in plates under different loading conditions. (C) 2009 Elsevier B.V. All rights reserved.
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页码:407 / 417
页数:11
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