The 9-node isoparametric element of Hamiltonian canonical equation has been established by combining the modified Hellinger-Reissner (H-R) variational principle of elastic material and quadratic interpolation function of 9-node quadrilateral isoparametric element. Firstly
the modified H-R variational principle for the elastic material was briefly presented. Then
based on the variational principle and the 3×3 Guass integration
the Hamilton canonical equation of 9-node isoparametric element was derived in detail. The advantages of 9-node isoparametric element in finite element were combined with the semi-analytical method of elasticity Hamilton canoncial equation organically. The results of numerical examples prove the correctness of the 9-node isoparametric element formulation.
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