Title of article :
Buckling behavior of Composite Plates with Circular Embedded Delaminations under In-Plane Compressive loading
Author/Authors :
Hosseini، Mohammad نويسنده Department of Mechanical Engineering, Yasooj Branch, Islamic Azad University, Yasooj, Iran , , sabokroohieh، Peyman نويسنده Civil Engineering department, University of science and culture, Tehran Iran , , Hadi، Amin نويسنده Department of Mechanical Engineering, Yasooj Branch, Islamic Azad University, Yasooj, Iran , , Hosseini، Parvaneh نويسنده Department of Mechanical Engineering, Yasooj Branch, Islamic Azad University, Yasooj, Iran ,
Issue Information :
روزنامه با شماره پیاپی 0 سال 2013
Pages :
8
From page :
1238
To page :
1245
Abstract :
Delamination is the most common failure modes in composite structures. Delamination on a flat composite structure under compressive in-plane loads can be causes local buckling on the delamination area, reduced stiffness and early failure. In this paper, buckling analysis of laminates with an embedded delamination has been studied by employing a finite element analysis. The modeling and calculations was done using FEM commercial software ANSYS. Also the effect of increasing the area of the delamination and the effect of fiber angle on the buckling load is investigated. Composite laminates with embedded circular delamination are studied that under compressive unidirectional and bidirectional plane loading are located. The results show that increasing the area of the delamination, buckling load of structural is reduced and buckling mode is changed. Specimen under unidirectional compressive loading, maximum buckling load is related to stacking sequence [±75]s . Buckling behavior of structures under tensile-compressive loads is entirely different and maximum buckling load is related to stacking sequence[±45]s.
Journal title :
Technical Journal of Engineering and Applied Sciences (TJEAS)
Serial Year :
2013
Journal title :
Technical Journal of Engineering and Applied Sciences (TJEAS)
Record number :
888827
Link To Document :
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