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A triangular quasi-conforming finite element for transient dynamic analysis

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Abstract

A type of 3 node triangular element is constructed by the Quasi-conforming method, which may be used to solve the equation of a type of inverse problem of wave propagation after Laplace transformation ΔuA 2 u=0. The strains in the element are approximated by an exponential function and the string-net function between neighbouring elements is approximated by one dimensional general solution of the equation. Furthermore the strain field satisfies the equation, and therefore in the derivation of the element formulation, no shape function is needed. In this sense, it is a kind of hybrid element. Compared with the ordinary linear triangular element, the new one features higher precision with coarse meshes. Some numerical tests are presented.

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References

  1. Liu Yingxi, Li Baoyuan, Tang Limin, A finite element with exponential function by multivariative quasi-conforming method,Computational Structural Mechanics and Applications,4 (1987), 4. (in Chinese).

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  2. Chen, Y. M., Tsien, D. S., A numerical algorithm for remote sensing of density profiles of a simple ocean model by acoustic pulse,J. Comp. Phys., 25 (1977).

  3. Tang Limin, Chen Wanji, Liu Yingxi, String net function approximation and Quasi-conforming technique. Hybrid and Mixed Finite Element Methods, edited by Atluri, S. A., et al., John Wiley & Sons, (1983).

  4. Liu Yingxi, Shi Guangyu, Tang Limin, Discussion on the superfluous zero energy modes of finite elements.J. of DUT,22, 3 (1983). (in Chinese).

  5. Chen Wanji, Liu Yingxi, Tang Limin, Quasi-conforming elements for finite element analysis,J. of DUT,19,2 (1980) (in Chinese).

  6. Pian, T. H. H., Derivation of element stiffness matrices by assumed stress distribution,AIAA.J.,7, 2 (1964).

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  7. Tang Limin, Liu Yingxi, Quasi-conforming element techniques for penalty finite element methods.Finite Element in Analysis and Design,1, 1 (1985).

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The project is supported by the National Natural Science Foundation of China.

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Yingxi, L., Limin, T. A triangular quasi-conforming finite element for transient dynamic analysis. Acta Mech Sinica 6, 59–63 (1990). https://doi.org/10.1007/BF02488459

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  • DOI: https://doi.org/10.1007/BF02488459

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