Mesh-independent matrix cracking and delamination modeling in laminated composites

被引:167
作者
Iarve, Endel V. [1 ,2 ]
Gurvich, Mark R. [3 ]
Mollenhauer, David H. [1 ]
Rose, Cheryl A. [4 ]
Davila, Carlos G. [4 ]
机构
[1] USAF, Res Lab, Wright Patterson AFB, OH 45433 USA
[2] Univ Dayton, Res Inst, Dayton, OH 45469 USA
[3] United Technol Res Ctr, E Hartford, CT 06108 USA
[4] NASA, Langley Res Ctr, Hampton, VA 23681 USA
关键词
composite; mesh independent cracking; delamination; failure; FINITE-ELEMENT-METHOD; CONTINUUM DAMAGE MODEL; PART I; DISCONTINUITIES; MICROMECHANICS; SIMULATION; FAILURE; LAW;
D O I
10.1002/nme.3195
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The initiation and evolution of transverse matrix cracks and delaminations are predicted within a mesh-independent cracking (MIC) framework. MIC is a regularized extended finite element method (x-FEM) that allows the insertion of cracks in directions that are independent of the mesh orientation. The Heaviside step function that is typically used to introduce a displacement discontinuity across a crack surface is replaced by a continuous function approximated by using the original displacement shape functions. Such regularization allows the preservation of the Gaussian integration schema regardless of the enrichment required to model cracking in an arbitrary direction. The interaction between plies is anchored on the integration point distribution, which remains constant through the entire simulation. Initiation and propagation of delaminations between plies as well as intra-ply MIC opening is implemented by using a mixed-mode cohesive formulation in a fully three-dimensional model that includes residual thermal stresses. The validity of the proposed methodology was tested against a variety of problems ranging from simple evolution of delamination from existing transverse cracks to strength predictions of complex laminates without a priori knowledge of damage location or initiation. Good agreement with conventional numerical solutions and/or experimental data was observed in all the problems considered. Published 2011. This article is a US Government work and is in the public domain in the USA.
引用
收藏
页码:749 / 773
页数:25
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