Steel and Composite Structures

  • 제24권6호
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  • Pages.697-709
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  • 2017
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Shear buckling analysis of laminated plates on tensionless elastic foundations

  • Dong, Jianghui (School of Natural and Built Environments, University of South Australia) ;
  • Ma, Xing (School of Natural and Built Environments, University of South Australia) ;
  • Zhuge, Yan (School of Natural and Built Environments, University of South Australia) ;
  • Mills, Julie E. (School of Natural and Built Environments, University of South Australia)
  • 투고 : 2017.01.24
  • 심사 : 2017.05.18
  • 발행 : 2017.08.30
⟨ 이전 논문 다음 논문 ⟩

초록

The current study addresses the local buckling analysis of an infinite thin rectangular symmetrically laminated composite plate restrained by a tensionless Winkler foundation and subjected to uniform in-plane shear loading. An analytic method (i.e., one-dimensional mathematical method) is used to achieve the analytical solution estimate of the contact buckling coefficient. In addition, to study the effect of ply angle and foundation stiffness on the critical buckling coefficients for the laminated composite plates, the parametric studies are implemented. Moreover, the convergence for finite element (FE) mesh is analysed, and then the examples in the parametric study are validated by the FE analysis. The results show that the FE analysis has a good agreement with the analytical solutions. Finally, an example with the analytical solution and FE analysis is presented to demonstrate the availability and feasibility of the presented analytical method.

키워드

참고문헌

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