| Civil & Mechanical Engineering |
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| On numerical calculation in symplectic approach for elasticity problems |
| Li ZHAO, Wei-qiu CHEN |
| Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China |
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Abstract The symplectic approach proposed and developed by Zhong et al. in 1990s for elasticity problems is a rational analytical method, in which ample experience is not needed as in the conventional semi-inverse method. In the symplectic space, elasticity problems can be solved using the method of separation of variables along with the eigenfunction expansion technique, as in traditional Fourier analysis. The eigensolutions include those corresponding to zero and nonzero eigenvalues. The latter group can be further divided into α- and β-sets. This paper reformulates the form of β-set eigensolutions to achieve the stability of numerical calculation, which is very important to obtain accurate results within the symplectic frame. An example is finally given and numerical results are compared and discussed.
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Received: 20 December 2007
Published: 11 April 2008
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