Error estimation and adaptivity for discontinuous failure

被引:25
|
作者
Pannachet, T. [1 ]
Sluys, L. J. [2 ]
Askes, H. [3 ]
机构
[1] Khon Kaen Univ, Dept Civil Engn, Fac Engn, Khon Kaen 40002, Thailand
[2] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2600 AA Delft, Netherlands
[3] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S10 2TN, S Yorkshire, England
关键词
mesh adaptivity; error estimation; quasi-brittle materials; discontinuity; cohesive zone model; finite element method; partition of unity; cohesive crack; FINITE-ELEMENT-METHOD; 3D CRACK-GROWTH; FRACTURE-MECHANICS; COHESIVE CRACKS; LEVEL SETS; COMPUTATIONS; RECOVERY; FEM;
D O I
10.1002/nme.2495
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Discontinuous failure is simulated via the introduction of a geometrical discontinuity. The cohesive zone is modelled via the use of the partition-of-unity property of the finite element interpolation. By this approach, a crack can pass through the elements without any restriction to the underlying mesh. Despite such a feature, it has been confirmed that a sufficiently fine mesh discretization still needs to be ensured in order to obtain a correct crack path and mechanical response. The p-adaptive scheme, driven by error in an energy norm measure or a goal-oriented measure, has been examined due to its implementational simplicity. The results have shown that, if considering only increasing the polynomial degree, the p-approach can greatly improve the results. Copyright (C) 2008 John Wiley & Sons, Ltd.
引用
收藏
页码:528 / 563
页数:36
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