Hybrid‐Trefftz plate bending elements with p‐method capabilities
暂无分享,去创建一个
[1] John Barlow,et al. A different view of the assumed stress hybrid method , 1986 .
[2] L. Morley. Skew plates and structures , 1963 .
[3] J. Uhlig. C. Forsythe and C. B. Moler, Computer Solution of Linear Algebraic Systems. (Series in Automatic Computation) XI + 148 S. Englewood Cliffs, N.J. 1967. Prentice-Hall, Inc. Preis geb. 54 s. net , 1972 .
[4] P. Tong,et al. Singular finite elements for the fracture analysis of V‐notched plate , 1980 .
[5] J. Jirouseka,et al. The hybrid-Trefftz finite element model and its application to plate bending , 1986 .
[6] J. Jirousek. A Powerful Finite Element Method for Low Capacity Computers , 1985 .
[7] J. Jirousek. Structural analysis program SAFE — special features and advanced finite element models , 1985 .
[8] O. C. Zienkiewicz,et al. The Generalized Finite Element MethodState of the Art and Future Directions , 1983 .
[9] John Argyris,et al. On the application of the SHEBA shell element , 1972 .
[10] Theodore H. H. Pian,et al. A hybrid‐element approach to crack problems in plane elasticity , 1973 .
[11] J. Jirousek. Implementation of Local Effects into Conventional and Non Conventional Finite Element Formulations , 1985 .
[12] J. Jirousek,et al. Large finite elements method for the solution of problems in the theory of elasticity , 1982 .
[13] P. K. Basu,et al. Adaptive finite element analysis based on p-convergence , 1978 .
[14] Jean Meinguet,et al. Refined Error Analyses of Cholesky Factorization , 1983 .
[15] Barna A. Szabó,et al. h- andp-version finite element analyses of a rhombic plate , 1984 .