4.7 Article

An analytical framework to extend the general structural stability analysis by considering certain inelastic effects-theory and application to delaminated composites

期刊

COMPOSITE STRUCTURES
卷 170, 期 -, 页码 261-270

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ELSEVIER SCI LTD
DOI: 10.1016/j.compstruct.2017.01.088

关键词

Extended total potential energy; Structural stability analysis; Postbuckling; Composite plates; Delamination growth

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An analytical framework which incorporates damage propagation growth into the general structural stability analysis is presented. Therefore, the conventional total potential energy approach is extended by introducing an extended total potential energy-like functional capable of describing inelastic processes in which equilibrium holds between available and the required force for producing a change in structure. The work deals with systems which are described by I generalized coordinates and K damage parameters. The damage parameters are found to be functions of I generalized coordinates and M load parameters. The underlying variational principle for inelastic solids may be solved using discrete formulations or approximate methods such as a RAYLEIGH-RITZ formulation. This leads to a set of non-linear algebraic equations, comprising post-critical equilibrium paths and damage propagation. In order to verify the framework, it is applied to the well-known problem in which a delaminated composite strut/plate is subjected to an in-plane compressive load. (C) 2017 Elsevier Ltd. All rights reserved.

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