The mechanical buckling analysis of rectangular functionally graded plates under different axial loadings is considered. The analysis is based on the small strain elasticity theory with different boundary conditions. The material properties of the plate vary through the thickness direction according to a simple power law. Three dimensional buckling solutions are obtained using the Ritz method with Chebyshev polynomials as assumed displacement functions. The convergence and comparison studies are presented and effects of the different material composition and the plate geometry (side-side ratio, side-thickness ratio) on the critical buckling loads and mode shapes are investigated. (c) 2012 Elsevier Ltd. All rights reserved.
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Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, IsraelTechnion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
Shufrin, I.
Rabinovitch, O.
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Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, IsraelTechnion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
Rabinovitch, O.
Eisenberger, M.
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Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, IsraelTechnion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
机构:
Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R ChinaHarbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China
Jin, Guoyong
Su, Zhu
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Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R ChinaHarbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China
Su, Zhu
Ye, Tiangui
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Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R ChinaHarbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China
Ye, Tiangui
Gao, Siyang
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Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R ChinaHarbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Peoples R China