Meshfree method for large deformation analysis–a reproducing kernel particle approach

Author:

Liew K.M.,Ng T.Y.,Wu Y.C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. Large deflection analysis of frame structures by fictitious forces;Kohnke;International Journal for Numerical Methods in Engineering,1978

2. Development and evaluation of solution procedures for geometrically nonlinear structural analysis;Haisler;AIAA Journal,1972

3. Existence, uniqueness and stability of elastoplastic solutions in the presence of large displacements;De Freitas;SM Archives,1984

4. Elastoplastic analysis of planar structures for large displacements;De Freitas;Journal for Structural Mechanics,1984

5. Boisse P, Daniel JL, Gélin JC. A combined membrane and bending model for the analysis of large elastic-plastic deformations of thin shells. In: Teodosiu C, Raphanel JL, Rotterdam SF, Balkema AA, editors. Proceedings of the International Seminar MECMAT'91 on Large Plastic Deformations: Fundamental Aspects and Applications to Metal Forming, Fontainebleau (France). 1993:369–376.

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