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Boundary element-free method for fracture analysis of 2-D anisotropic piezoelectric solids

K. M. Liew, Yuzhou Sun, S. Kitipornchai

    Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

    Abstract

    This paper considers a 2-D fracture analysis of anisotropic piezoelectric solids by a boundary element-free method. A traction boundary integral equation (BIE) that only involves the singular terms of order 1/r is first derived using integration by parts. New variables, namely, the tangential derivative of the extended displacement (the extended displacement density) for the general boundary and the tangential derivative of the extended crack opening displacement (the extended displacement dislocation density), are introduced to the equation so that solution to curved crack problems is possible. This resulted equation can be directly applied to general boundary and crack surface, and no separate treatments are necessary for the upper and lower surfaces of the crack. The extended displacement dislocation densities on the crack surface are expressed as the product of the characteristic terms and unknown weight functions, and the unknown weight functions are modelled using the moving least-squares (MLS) approximation. The numerical scheme of the boundary element-free method is established, and an effective numerical procedure is adopted to evaluate the singular integrals. The extended 'stress intensity factors' (SIFs) are computed for some selected example problems that contain straight or curved cracks, and good numerical results are obtained. Copyright © 2006 John Wiley & Sons, Ltd.
    Original languageEnglish
    Pages (from-to)729-749
    JournalInternational Journal for Numerical Methods in Engineering
    Volume69
    Issue number4
    DOIs
    Publication statusPublished - 22 Jan 2007

    Research Keywords

    • Anisotropic piezoelectric material
    • Boundary element-free method
    • Boundary integral equation
    • Crack
    • Integration by parts
    • Moving least-squares approximation

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