On the Applicability of New Symplectic Approach for Exact Bending Solutions of Moderately Thick Rectangular Plate
The exact bending solutions of moderately thick rectangular plates with two opposite sides simply supported are derived based on the symplectic geometry method. The basic equations for the plates are transferred into Hamilton canonical equations. Then the whole state variables are separated. According to the method of eigenfunction expansion in the symplectic geometry, the exact bending solutions of the plates are obtained. Since only the basic elasticity equations of the plates are used and there is no need to select the deformation functions arbitrarily, the approach utilized is completely reasonable.
Moderately thick plate Exact solution Symplectic approach
Bo Hu Rui Li
Highway Survey and Design Institute, Haikou 570206, China Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China
国际会议
上海
英文
611-614
2011-10-21（万方平台首次上网日期，不代表论文的发表时间）