In-plane fracture of laminated fiber reinforced composites with varying fracture resistance: Experimental observations and numerical crack propagation simulations

被引:34
作者
Rudraraju, Siva Shankar [1 ,2 ]
Salvi, Amit [1 ]
Garikipati, Krishna [2 ]
Waas, Anthony M. [1 ,2 ]
机构
[1] Univ Michigan, Dept Aerosp Engn, Ann Arbor, MI 48109 USA
[2] Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48109 USA
关键词
In-plane; Through-the-thickness; Fracture; Toughness; Fiber composite; VMCM; Cohesive; Micromechanics; Bridging zone; MOVING DELAMINATION FRONT; RELEASE RATE CALCULATION; FINITE-ELEMENT-ANALYSIS; STRAIN LOCALIZATION; STRONG DISCONTINUITIES; CLOSURE TECHNIQUE; SOLIDS; GROWTH; ENERGY; MODEL;
D O I
10.1016/j.ijsolstr.2009.12.006
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A series of experimental results on the in-plane fracture of a fiber reinforced laminated composite panel is analyzed using the variational multiscale cohesive method (VMCM). The VMCM results demonstrate the influence of specimen geometry and load distribution on the propagation of large scale bridging cracks in the fiber reinforced panel. Experimentally observed variation in fracture resistance is substantiated numerically by comparing the experimental and VMCM load-displacement responses of geometrically scaled single edge-notch three point bend (SETB) specimens. The results elucidate the size dependence of the traction-separation relationship for this class of materials even in moderately large specimens, contrary to the conventional understanding of it being a material property. The existence of a "free bridging zone" (different from the conventional "full bridging zone") is recognized, and its influence on the evolving fracture resistance is discussed. The numerical simulations and ensuing bridging zone evolution analysis demonstrates the versatility of VMCM in objectively simulating progressive crack propagation, compared against conventional numerical schemes like traditional cohesive zone modeling, which require a priori knowledge of the crack path. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:901 / 911
页数:11
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