An iterative method of evaluation of elastic-plastic deflections of hyperstatic framed structures

Author:

Dorosz St.,K�nig J. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanical Engineering

Reference22 articles.

1. Andreaus, U.; Sawczuk, A.: Deflection of elastic-plastic frames at finite spread of yielding zones. Comput. Meth. Appl. Mech. Eng. 39 (1963) 21?36

2. Andreaus, U.; d'Asdia, P.: Incremental analysis of elastic-plastic frames at finite spread of yielding zones. In ?Plasticity Today? ed. A. Sawczuk (to appear)

3. Argyris, J. H.; Boni, B.; Hindenlang, U.; Kleiber, M.: Finite element analysis of two- and three-dimensional elastic-plastic frames. The natural approach. Com. Meth. Appl. Mech. Eng. 35 (1982) 221?248

4. Bandyszewski, W.; Sawczuk, A.: Deflection estimation for elastic-plastic beams and frames at finite spread of yielding zones. Arch. In?. L?d. 26 (1980) 677?695

5. Backlund, J.: Large deflections analysis of elastic-plastic beams and frames. Int. J. Mech. Sci. 18 (1976) 269?277

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