Novel beam analysis of end notched flexure specimen for mode-II fracture

被引:107
|
作者
Wang, JL [1 ]
Qiao, PZ [1 ]
机构
[1] Univ Akron, Dept Civil Engn, Akron, OH 44325 USA
基金
美国国家科学基金会;
关键词
end notched flexure specimen; mode-II fracture; beam theory; orthotropic materials; interface fracture;
D O I
10.1016/S0013-7944(03)00096-1
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A novel beam model of end notched flexure (ENF) specimen for mode-II fracture testing is presented. By applying the principle of superposition, the ENF specimen is modeled as two sub-problems: (1) an un-cracked beam under three-point bending; and (2) a skew symmetric cracked beam under shear traction on the crack surface. Due to skew-symmetry of sub-problem two, only the upper half of the beam is analysed, and based on compatibility of deformation, a shear compliance coefficient is introduced to establish beam deformation equation. Explicit and simple closed form solutions of compliance and strain energy release rate are obtained, and they compare well with existing finite element analyses. Compared to other available analytical methods of the ENF specimen, the present beam model is relatively simple and easy to use; further, it can be applied to other beam fracture specimen analysis (e.g., mixed mode fracture and bi-material interface specimen). (C) 2003 Elsevier Ltd. All rights reserved.
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页码:219 / 231
页数:13
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