Stability of triaxially woven fabric composites employing geometrically nonlinear plate model with volume segmentation ABD constitution.

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Bibliographic Details
Title: Stability of triaxially woven fabric composites employing geometrically nonlinear plate model with volume segmentation ABD constitution.
Authors: Rasin, Norhidayah1, Kueh, Ahmad B. H.2 kbhahmad@utm.my; ak_sibu@yahoo.com, Mahat, Muhammad N. H.3, Mohd Yassin, Airil Y.4
Source: Journal of Composite Materials. Aug2016, Vol. 50 Issue 19, p2719-2735. 17p.
Subjects: Product usage segmentation, Mechanical buckling, Classical mechanics, Finite element method, Numerical analysis
Abstract: We examine numerically the uniaxially compressed stability of triaxially woven fabric (TWF) composites employing a proposed geometrically nonlinear finite composite plate element model with volume segmentation ABD constitutive relation, taking advantage of greatly reduced degrees of freedom. From satisfactory agreement with results from literature, numerous boundary conditions are explored for various aspect ratios in the buckling analysis. High dependencies of post-buckling patterns on plate aspect ratios are observed, from which a computationally time-saving characteristic equations have been defined before the occurrence of post-buckling state for practical convenience, best described on the basis of logarithmic critical buckling load and stiffness factor. These buckling characteristics have a direct general correlation to TWF’s aspect ratios and boundary rigidities. [ABSTRACT FROM AUTHOR]
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Database: Engineering Source
Description
Abstract:We examine numerically the uniaxially compressed stability of triaxially woven fabric (TWF) composites employing a proposed geometrically nonlinear finite composite plate element model with volume segmentation ABD constitutive relation, taking advantage of greatly reduced degrees of freedom. From satisfactory agreement with results from literature, numerous boundary conditions are explored for various aspect ratios in the buckling analysis. High dependencies of post-buckling patterns on plate aspect ratios are observed, from which a computationally time-saving characteristic equations have been defined before the occurrence of post-buckling state for practical convenience, best described on the basis of logarithmic critical buckling load and stiffness factor. These buckling characteristics have a direct general correlation to TWF’s aspect ratios and boundary rigidities. [ABSTRACT FROM AUTHOR]
ISSN:00219983
DOI:10.1177/0021998315612538