Structural Engineering and Mechanics

  • 제68권3호
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  • Pages.369-375
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  • 2018
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Shear buckling analysis of cross-ply laminated plates resting on Pasternak foundation

  • 투고 : 2018.08.07
  • 심사 : 2018.09.22
  • 발행 : 2018.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the shear buckling analysis of symmetrically laminated cross-ply plates resting on Pasternak foundation under pure in-plane uniform shear load. The classical laminated plate theory is used for the shear buckling analysis of laminated plates. The Rayleigh-Ritz method with novel plate shape functions is proposed to solve the differential equations and a computer programming is developed to obtain the shear buckling loads. Finally, the effects of the plate aspect ratios, boundary conditions, rotational restraint stiffness, translational restraint stiffness, thickness ratios, modulus ratios and foundation parameters on the shear buckling of the laminated plates are investigated.

키워드

참고문헌

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