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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.32 No.4
- 발행연도
- 2019.1
- 수록면
- 423 - 441 (19page)
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초록· 키워드
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This study aims to accurately predict the first ply failure loads of laminated composite hypar shell roofs with different boundary conditions. The geometrically nonlinear finite element method (FEM) is used to analyse different symmetric and anti-symmetric, cross and angle ply shells. The first ply failure loads are obtained through different well-established failure criteria including Puck’s criterion along with the serviceability criterion of deflection. The close agreement of the published and present results for different validation problems proves the correctness of the finite element model used in the present study. The effects of edge conditions on first ply failure behavior are discussed critically from practical engineering point of view. Factor of safety values and failure zones are also reported to suggest design and non-destructive monitoring guidelines to practicing engineers. Apart from these, the present study indicates the rank wise relative performances of different shell options. The study establishes that the angle ply laminates in general perform better than the cross ply ones. Among the stacking sequences considered here, three layered symmetric angle ply laminates offer the highest first ply failure load. The probable failure zones on the different shell surfaces, identified in this paper, are the areas where non-destructive health monitoring may be restricted to. The contributions made through this paper are expected to serve as important design aids to engineers engaged in composite hypar shell design and construction.
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참고문헌 (55)
참고문헌 신청
Adali, S. / 2011 / Failure analysis of curved composite panels based on first-ply and buckling failures / Proc. Eng 10:1591~1596
Arciniega, R. A. / 2007 / Tensor-based finite element formulation for geometrically nonlinear analysis of shell structures / Comp. Meth. App. Mech. Engg 196:1048~1073
Kaustav Bakshi / 2013 / Relative static and dynamic performances of composite conoidal shell roofs / Steel and Composite Structures, An International Journal 15(4):379~397
Kaustav Bakshi / 2014 / Geometrically Linear and Nonlinear First-Ply Failure Loads of Composite Cylindrical Shells / Journal of Engineering Mechanics 140(12):04014094
Bandyopadhyay, T. / 2015 / Bending characteristics of delaminated cross-ply composite shallow conical shells in hygrothermal environment / J. Reinf. Plast. Compos 34(20):1724~1735
Arciniega, R. A. / 2007 / Tensor-based finite element formulation for geometrically nonlinear analysis of shell structures / Comp. Meth. App. Mech. Engg 196:1048~1073
Kaustav Bakshi / 2013 / Relative static and dynamic performances of composite conoidal shell roofs / Steel and Composite Structures, An International Journal 15(4):379~397
Kaustav Bakshi / 2014 / Geometrically Linear and Nonlinear First-Ply Failure Loads of Composite Cylindrical Shells / Journal of Engineering Mechanics 140(12):04014094
Bandyopadhyay, T. / 2015 / Bending characteristics of delaminated cross-ply composite shallow conical shells in hygrothermal environment / J. Reinf. Plast. Compos 34(20):1724~1735
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