DUAL BOUNDARY ELEMENT ANALYSIS OF CRACKED PLATES - SINGULARITY SUBTRACTION TECHNIQUE

被引:44
|
作者
PORTELA, A [1 ]
ALIABADI, MH [1 ]
ROOKE, DP [1 ]
机构
[1] ROYAL AEROSP ESTAB, FARNBOROUGH GU14 6TD, HANTS, ENGLAND
关键词
D O I
10.1007/BF00018030
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The present paper is concerned with the formulation of the singularity subtraction technique in the dual boundary element analysis of the mixed-mode deformation of general homogeneous cracked plates. The equations of the dual boundary element method are the displacement and the traction boundary integral equations. When the displacement equation is applied on one of the crack surfaces and the traction equation is applied on the other, general mixed-mode crack problems can be solved in a single region boundary element formulation, with both crack surfaces discretized with discontinuous quadratic boundary elements. The singularity subtraction technique is a regularization procedure that uses a singular particular solution of the crack problem to introduce the stress intensity factors as additional problem unknowns. The single-region boundary element analysis of a general crack problem restricts the availability of singular particular solutions, valid in the global domain of the problem. A modelling strategy, that considers an automatic partition of the problem domain in near-tip and far-tip field regions, is proposed to overcome this difficulty. After the application of the singularity subtraction technique in the near-tip field regions, regularized locally with the singular term of the Williams' eigenexpansion, continuity is restored with equilibrium and compatibility conditions imposed along the interface boundaries. The accuracy and efficiency of the singularity subtraction technique make this formulation ideal for the study of crack growth problems under mixed-mode conditions.
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页码:17 / 28
页数:12
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