Original Article
- Stability of Simply Supported Orthotropic Rectangular Plates under In-plane Shear and Bending Forces
- S.J. Yoon, B.H. Park, S.K. Jeong
- 면내 전단과 휨을 받는 단순지지된 직교이방성 직사각형 판의 좌굴
- 윤순종(홍익대학교 공과대학 토목공학과 조교수), 박봉현(홍익대학교 대학원 기계공학과 박사과정), 정상균(홍익대학교 대학원 토목공학과 박사과정)
Abstract
Presented in this paper are results of an analytical investigation pertaining to the buckling behavior of simply supported orthotropic rectangular plates under separately acting in-plane shear and bending forces. Pultruded fiber reinforced plastics are assumed to be specially orthotropic. The existing analytical solution developed for the isotropic plates is extended so that the orthotropic material properties can be taken into account in the plate buckling analyses. For the solution of the problems Rayleigh-Ritz method is employed. Graphical forms of results for finding the buckling strength of plates under in-plane shear and bending forces are presented.
Presented in this paper are results of an analytical investigation pertaining to the buckling behavior of simply supported orthotropic rectangular plates under separately acting in-plane shear and bending forces. Pultruded fiber reinforced plastics are assumed to be specially orthotropic. The existing analytical solution developed for the isotropic plates is extended so that the orthotropic material properties can be taken into account in the plate buckling analyses. For the solution of the problems Rayleigh-Ritz method is employed. Graphical forms of results for finding the buckling strength of plates under in-plane shear and bending forces are presented.
Presented in this paper are results of an analytical investigation pertaining to the buckling behavior of simply supported orthotropic rectangular plates under separately acting in-plane shear and bending forces. Pultruded fiber reinforced plastics are assumed to be specially orthotropic. The existing analytical solution developed for the isotropic plates is extended so that the orthotropic material properties can be taken into account in the plate buckling analyses. For the solution of the problems Rayleigh-Ritz method is employed. Graphical forms of results for finding the buckling strength of plates under in-plane shear and bending forces are presented.
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This Article
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