Steel and Composite Structures

  • 제33권4호
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  • Pages.551-568
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  • 2019
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

On the stability of isotropic and composite thick plates

  • Mahmoud, S.R. (GRC Department, Jeddah Community College, King Abdulaziz University) ;
  • Tounsi, Abdelouahed (Civil and Environmental Engineering Department, King Fahd University of Petroleum & Minerals)
  • 투고 : 2019.06.30
  • 심사 : 2019.10.27
  • 발행 : 2019.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

This proposed project presents the bi-axial and uni-axial stability behavior of laminated composite plates based on an original three variable "refined" plate theory. The important "novelty" of this theory is that besides the inclusion of a cubic distribution of transverse shear deformations across the thickness of the structure, it treats only three variables such as conventional plate theory (CPT) instead five as in the well-known theory of "first shear deformation" (FSDT) and theory of "higher order shear deformation" (HSDT). A "shear correction coefficient" is therefore not employed in the current formulation. The computed results are compared with those of the CPT, FSDT and exact 3D elasticity theory. Good agreement is demonstrated and proved for the present results with those of "HSDT" and elasticity theory.

키워드

과제정보

연구 과제 주관 기관 : Deanship of Scientific Research (DSR)

참고문헌

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