2003
DOI: 10.1002/nme.644
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Post‐buckling analysis of imperfect laminates using finite strips based on a higher‐order plate theory

Abstract: SUMMARYA ÿnite strip procedure has been developed for the post-buckling analysis of composite laminates when subjected to progressive end shortening. The ÿnite strips are developed based on a higher-order shear deformation plate theory and there are nine variables at each nodal line. Initial imperfection expressed in the form of suitable trigonometric function is allowed. Examples including isotropic plates and laminates with arbitrary lay-up arrangement are presented. Numerical results for laminates with and … Show more

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Cited by 11 publications
(2 citation statements)
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References 23 publications
(29 reference statements)
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“…It is well accepted that these structures possess unavoidable initial geometrical imperfections that may be globally or locally distributed and may substantially affect the post-buckling behavior of plates. Quite a few post-buckling analyses of imperfect composite plates have been conducted, notably those by Yamaki (1959), Hui (1986), Librescu and Souza (1993), Dawe et al (1995), Librescu et al (1995), Shen and Williams (1997), Shen (1998Shen ( , 1999Shen ( , 2000Shen ( , 2001, Yang and Zhang (2000), Featherston (2001), Yang et al (2001), Zou and Qiao (2002), Zou and Lam (2003) and Girish and Ramachandra (2005). However, most of these studies are based on the simplified assumption that the initial geometrical imperfection has a similar form to the deformed shape of the plate, and the investigations dealing with general geometrical imperfections are limited in number.…”
Section: Introductionmentioning
confidence: 97%
“…It is well accepted that these structures possess unavoidable initial geometrical imperfections that may be globally or locally distributed and may substantially affect the post-buckling behavior of plates. Quite a few post-buckling analyses of imperfect composite plates have been conducted, notably those by Yamaki (1959), Hui (1986), Librescu and Souza (1993), Dawe et al (1995), Librescu et al (1995), Shen and Williams (1997), Shen (1998Shen ( , 1999Shen ( , 2000Shen ( , 2001, Yang and Zhang (2000), Featherston (2001), Yang et al (2001), Zou and Qiao (2002), Zou and Lam (2003) and Girish and Ramachandra (2005). However, most of these studies are based on the simplified assumption that the initial geometrical imperfection has a similar form to the deformed shape of the plate, and the investigations dealing with general geometrical imperfections are limited in number.…”
Section: Introductionmentioning
confidence: 97%
“…This implies that even a very small thermo-electro-mechanical loading will induce both bending moment and deflection, indicating that the bifurcation-type buckling is no longer possible. In such a case, the nonlinear thermo-electromechanical postbuckling path can be traced by the modified Newton-Raphson iterative procedure [49,50]. For a given dimensionless axial load P, let d k denote the approximate solution at the kth iteration, the corresponding correction Dd k can be obtained by…”
Section: Solution Methodologymentioning
confidence: 99%