Closed-form postbuckling analysis of shear-deformable composite laminated panels

Abstract This paper introduces a closed-form analytical approach to the postbuckling analysis of simply supported shear-deformable composite laminated plates under uniaxial compression. The analysis is based on three different laminate theories in order to explicitly account for transverse shear deformations and uses a geometrically nonlinear formulation in conjunction with the Ritz method in order to enable closed-form analytical expressions for the state variables of buckled composite plates. Results are presented for several different plate configurations, and a comparison is performed with literature results as well as comparative finite element computations which leads to a very satisfying results accuracy. The presented analysis method delivers results without any significant numerical effort and is thus especially suited for practical applications where such postbuckling analyses are performed many times.

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Publication Details

Journal
Archive of Applied Mechanics
Published
2024-11-29
DOI
https://doi.org/10.1007/s00419-024-02720-4
Citations
5
Primary Topic
Composite Structure Analysis and Optimization
Type
article
Field-Weighted Citation Impact
1.35

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article

Closed-form postbuckling analysis of shear-deformable composite laminated panels

Jakob C. Schilling, Christian Mittelstedt
5 citations
Archive of Applied Mechanics
Composite Structure Analysis and Optimization
1.35
article

Closed-form postbuckling analysis of shear-deformable composite laminated panels

Jakob C. Schilling, Christian Mittelstedt
article en
5 citations

Abstract

Abstract This paper introduces a closed-form analytical approach to the postbuckling analysis of simply supported shear-deformable composite laminated plates under uniaxial compression. The analysis is based on three different laminate theories in order to explicitly account for transverse shear deformations and uses a geometrically nonlinear formulation in conjunction with the Ritz method in order to enable closed-form analytical expressions for the state variables of buckled composite plates. Results are presented for several different plate configurations, and a comparison is performed with literature results as well as comparative finite element computations which leads to a very satisfying results accuracy. The presented analysis method delivers results without any significant numerical effort and is thus especially suited for practical applications where such postbuckling analyses are performed many times.

Archive of Applied MechanicsVol. 95(1)
Technische Universität Darmstadt (DE)
Deutsche Forschungsgemeinschaft, Technische Universität Darmstadt
Sustainable cities and communities
Openalex Percentile: Top 22%
Composite Structure Analysis and Optimization
1.35
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