The Buckling of a Delaminated Sublaminate on an Elastic Foundation

Author:

Vizzini A.J.1,Lagace P.A.1

Affiliation:

1. Technology Laboratory for Advanced Composites Department of Aeronautics and Astronautics Massachusetts Institute of Technology Cambridge, Massachusetts 02139

Abstract

A one-dimensional model of a delamination in a laminated structure is considered in order to evaluate the effective edge fixity coefficient and the load at which the delaminated sublaminate buckles. A Rayleigh-Ritz energy method is applied to the model and the ef fective boundary fixity coefficient, c' , and the relative delamination tip deflection, wd/wc, are determined. Appreciable reductions in the buckling load, as compared to classical clamped boundary conditions, and nonzero deflections at the delamination front are pre dicted. The model also provides a rule of thumb as to the area around a delaminated sub laminate which must be modeled as an elastic foundation in order to properly predict the buckling behavior of the sublaminate.

Publisher

SAGE Publications

Subject

Materials Chemistry,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference7 articles.

1. Two-Dimensional Modelling of Compressive Failure in Delaminated Laminates

2. The role of ply buckling in the compressive failure of graphite/epoxy tubes

3. Wang, S.S. "Delamination Crack Growth in Unidirectional Fiber-Reinforced Composites under Static and Cyclic Loading," Composite Materials: Testing and Design (Fifth Conference), ASTM STP 674, American Society for Testing and Materials, pp. 642-663 (1979).

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