AN EXPLICIT GEOMETRICALLY-NONLINEAR DISCRETIZATION OF THE 3-D TETRAHEDRAL ELEMENT
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Engng., Hosei Univ.
3. Grad. School of Policy Science, Saitama Univ.
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1995/519/1995_519_11/_pdf
Reference16 articles.
1. 1) Mallett, R. H. and P. V. Marcal: Finite Element Anaysis of Nonlinear Structures, J. Struct. Div., ASCE, Vol. 94, No. ST9, pp. 2081-2105, Sep., 1968.
2. 2) Hibbitt, H. D., P. V. Marcal and J. R. Rice: A Finite Element Formulation for Problems of Large Strain and Large Displacement, Int. J. Solids Struct., Vol. 6, pp. 1069-1086, 1970.
3. 3) Zienkiewicz, O. C. and G. C. Nayak: A General Approach to Problems of Plasticity and Large Deformation using Isoparametric Elements, Proc. Conf. Matrix Meth. Struct. Mech., Wright-Patterson A. F. B., Ohio, 1971 (Pub. 1973).
4. 4) Rajasekaran, S. and D. W. Murray: Incremental Finite Element Matrices, J. Struct. Div., ASCE, Vol. 99, No. ST12, pp. 2423-2438, Dec., 1973.
5. 5) Felippa, C. A.: Discussion on “Incremental Finite Element Matrices”, by S. Raiasekaran and D. W. Murray, J. Struct. Div., ASCE, Vol. 100, No. ST12, pp. 2521-2523, Dec., 1974.
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