论文信息 - Elastoplastic Analysis with Limited Plastic Deformations and Displacements

Elastoplastic Analysis with Limited Plastic Deformations and Displacements

This paper presents solution methods for elastoplastic and shakedown analysis of linearly elastic, perfectly plastic bodies for which the conventional classical formulations of these problems are completed by constraints on overall plastic deformation and elastoplastic displacement. The methods are described in terms of nonlinear mathematical programming and provide solutions when the plastic reserves of the body are not fully exhausted, and the plastic performance and the plastic deformations are controlled. Application of the method is illustrated by an example.

S. Kaliszky | S. Kaliszky

[1] Stanistaw Dorosz. An Improved Upper Bound to Maximum Deflections of Elastic-Plastic Structures at Shakedown , 1978 .

[2] Edmondo Vitiello. Upper bounds to plastic strains in shake-down of structures subjected to cyclic loads , 1972 .

[3] S. Rizzo,et al. Bounding Techniques and Their Application to Simplified Plastic Analysis of Structures , 1990 .

[4] Michele Capurso. A displacement bounding principle in shakedown of structures subjected to cyclic loads , 1974 .

[5] Giulio Maier,et al. Mathematical programming methods for deformation analysis at plastic collapse , 1977 .

[6] Andrzej Marek Brandt. Criteria and Methods of Structural Optimization , 1984 .

[7] Giulio Maier. Complementary plastic work theorems in piecewise-linear elastoplasticity , 1969 .

[8] Alan R.S. Ponter,et al. An Upper Bound on the Small Displacements of Elastic, Perfectly Plastic Structures , 1972 .

[9] John B. Martin,et al. Bounds for Impulsively Loaded Plastic Structures , 1972 .