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In-plane perturbation of the tunnel-crack under shear loading. I: Bifurcation and stability of the straight configuration of the front.

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Publication:1863386
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DOI10.1016/S0020-7683(02)00349-9zbMath1049.74758MaRDI QIDQ1863386

Jean-Baptiste Leblond, Véronique Lazarus

Publication date: 11 March 2003

Published in: International Journal of Solids and Structures (Search for Journal in Brave)


zbMATH Keywords

stabilitybifurcationweight functionsshear loadingcrack fronttunnel-crackBueckner-Rice theoryin-plane perturbationmode 2mode 3


Mathematics Subject Classification ID

Brittle fracture (74R10) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Bifurcation and buckling (74G60)


Related Items

Perturbation approaches of a planar crack in linear elastic fracture mechanics: a review ⋮ In-plane perturbation of a system of two coplanar slit-cracks. I: Case of arbitrarily spaced crack fronts ⋮ In-plane perturbation of a system of two coplanar slit-cracks. II: Case of close inner crack fronts or distant outer ones ⋮ Statistics of the deformation of the front of a tunnel-crack propagating in some inhomogeneous medium ⋮ Geometrical disorder of the fronts of a tunnel-crack propagating in shear in some heterogeneous medium



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