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Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shear
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  • Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shear
  • Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shear
저자명
Singh. S.B.,Kumar. Dinesh
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2010년|34권 2호|pp.175-188 (14 pages)
발행정보
테크노프레스
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정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

This paper deals with the buckling and postbuckling responses, and the progressive failure of square laminates of symmetric lay-up with a central rectangular cutout under in-plane shear load. A detailed investigation is made to show the effects of cutout size and cutout aspect ratio on the buckling and postbuckling responses, failure loads and failure characteristics of $(+45/-45/0/90)_{2s}$, $(+45/-45)_{4s}$ and $(0/90)_{4s}$ laminates. The 3-D Tsai-Hill criterion is used to predict the failure of a lamina while the onset of delamination is predicted by the interlaminar failure criterion. In addition, the effects of boundary conditions on buckling loads, failure loads, failure modes, and maximum transverse deflection for a $(+45/-45/0/90)_{2s}$ laminate with and without a square cutout have been presented. It is concluded that because of early onset of delamination at the net section of cutouts before first-ply failure, total strength of the laminate with very small cutouts can not be utilized.