Mode I weight functions for an orthotropic double cantilever beam

被引:22
|
作者
Massabò, R
Brandinelli, L
Cox, BN
机构
[1] Northwestern Univ, Dept Civil & Environm Engn, Evanston, IL 60208 USA
[2] Univ Genoa, Dept Struct & Geotech Engn, I-16145 Genoa, Italy
[3] Rockwell Sci Co, Thousand Oaks, CA 91360 USA
关键词
weight function; beam theory; double cantilever beam; orthotropy rescaling; bridging mechanisms;
D O I
10.1016/S0020-7225(03)00029-6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Approximate weight functions are proposed and validated numerically for an orthotropic double cantilever beam (DCB) loaded in mode I. They define the stress intensity factor at the crack tip due to a pair of point forces acting on the crack surfaces and have been deduced from the corresponding isotropic result using an orthotropy rescaling technique. The weight functions allow mode I large scale bridging problems in beams and plates to be formulated as integral equations, in terms of stress intensity factors at the crack tip, without the limitations imposed on accuracy by beam theory approximations. The proposed functions are applied to investigate the influence of the orthotropy of the material on the fracture behavior of DCBs in the presence of large scale bridging. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1497 / 1518
页数:22
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