A constitutive-based element-by-element crack propagation algorithm with local mesh refinement

被引:45
作者
Areias, P. [1 ,5 ]
Reinoso, J. [2 ]
Camanho, P. [3 ]
Rabczuk, T. [4 ]
机构
[1] Univ Evora, Colegio Luis Antonio Verney, Dept Phys, P-7002554 Evora, Portugal
[2] Univ Seville, Sch Engn, Grp Elast & Strength Mat, Seville 41092, Spain
[3] Univ Porto, Fac Engn, Dept Mech Engn, P-4200465 Oporto, Portugal
[4] Bauhaus Univ Weimar, Inst Struct Mech, D-99423 Weimar, Germany
[5] Inst Super Tecn, ICIST, Lisbon, Portugal
关键词
Crack nucleation and propagation; Local mesh refinement; Element erosion; DUCTILE FRACTURE; VOID NUCLEATION; DISCONTINUITIES; SIMULATION; MODELS; FAILURE;
D O I
10.1007/s00466-015-1172-z
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
In the context of multiple constitutive models, multiple finite element formulations and crack nucleation and propagation hypotheses, we propose a simple yet effective algorithm to initiate and propagate cracks in 2D models which is independent of the constitutive and element specific technology. Observed phenomena such as multiple crack growth and shielding emerge naturally, without specialized algorithms for calculating the crack growth direction. The algorithm consists of a sequence of mesh subdivision, mesh smoothing and element erosion steps. Element subdivision is based on the classical edge split operations using a given constitutive quantity (either damage or void fraction). Mesh smoothing makes use of edge contraction as function of a given constitutive quantity (such as void fraction or principal stress). To assess the robustness and accuracy of this algorithm, we use classical quasi-brittle benchmarks and ductile tests.
引用
收藏
页码:291 / 315
页数:25
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