2013
DOI: 10.1002/nme.4477
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Finite strain fracture of plates and shells with configurational forces and edge rotations

Abstract: SUMMARYWe propose a simple and efficient algorithm for FEM‐based computational fracture of plates and shells with both brittle and ductile materials on the basis of edge rotation and load control. Rotation axes are the crack front nodes, and each crack front edge in surface discretizations affects the position of only one or two nodes. Modified positions of the entities maximize the modified mesh quality complying with the predicted crack path (which depends on the specific propagation theory in use). Compared… Show more

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Cited by 231 publications
(50 citation statements)
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References 48 publications
(98 reference statements)
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“…Of course, using the spatial metric we can write the right Cauchy-Green tensor (see [48] for the nomenclature) between two configurations X a and X b directly obtained from its definition (15) as:…”
Section: Kinematics and Stress Integrationmentioning
confidence: 99%
See 2 more Smart Citations
“…Of course, using the spatial metric we can write the right Cauchy-Green tensor (see [48] for the nomenclature) between two configurations X a and X b directly obtained from its definition (15) as:…”
Section: Kinematics and Stress Integrationmentioning
confidence: 99%
“…Crack propagation follows the edge rotation recently introduced by Areias and Rabczuk [15], complemented by the insertion of thick cohesive elements. A Figure depicting this procedure is shown Fig.…”
Section: Crack Propagationmentioning
confidence: 99%
See 1 more Smart Citation
“…The major strengths of this method are that it is flexible to control the high continuity of basis shape functions, e.g. C p-1 -continuity for p th -order NURBS, which naturally fulfil higher-order continuity requirement of plate/shell models [36][37][38] Furthermore, by removal mesh generation feature, this method produces a seamless integration of computer aid design (CAD) and finite element analysis (FEA) tools. As a result, IGA simplifies the cost-intensive computational model generation procedure which is the major bottleneck in engineering analysis-design [39].…”
mentioning
confidence: 99%
“…Many kinds of numerical simulation methods have been successfully employed for such topics, including FEM [25][26][27][28][29][30], DDA [31][32][33][34], and NMM [32,35]. Currently, PFC (particle flow code), that is, a kind of DEM, has been widely accepted and used by many scholars to study the propagation of cracks in natural rocks or rock-like materials [36][37][38][39][40][41].…”
Section: Introductionmentioning
confidence: 99%