Local Buckling of a Circular Interface Delamination Between a Layer and a Substrate With Finite Thickness

Author:

Sburlati R.1,Madenci E.2,Guven I.2

Affiliation:

1. Dipartimento di Ingegneria Strutturale e Geotecnica, Universita’ di Genova, Via Montallegro, 1-16145, Italy

2. Department of Aerospace and Mechanical Engineering, The University of Arizona, Tucson, AZ 85721

Abstract

An analytical study investigating the local buckling response of a circular delamination along the interface of an elastic layer and a dissimilar substrate with finite thickness is presented. The solution method utilizes the stability equations of linear theory of elasticity under axisymmetry conditions. In-plane loading and the presence of mixed boundary conditions on the bond-plane result in a homogeneous system of coupled singular integral equations of the second kind with Cauchy-type kernels. Numerical solution of these integral equations leads to the determination of local buckling stress and its sensitivity to geometric parameters and material properties. [S0021-8936(00)01503-8]

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. On the influence of edge damage on thermally induced buckling of stepped circular bi-laminates;International Journal of Non-Linear Mechanics;2023-07

2. Contact interaction of two elastic half spaces with circular groove;Materials Science;2010-12

3. Free surface deformation of irradiated thin slabs;The European Physical Journal Applied Physics;2002-10

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