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

✍ Scribed by Dorosz, St. ;K�nig, J. A.

Book ID: 104795383
Publisher: Springer-Verlag
Year: 1985
Weight: 597 KB
Volume: 55
Category: Article
ISSN: 1432-0681
DOI: 10.1007/bf00536414

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## Abstract The analysis is aimed at determination of displacements in elastic‐perfectly plastic frames, in the case of monotonically increasing loads. Spread of partial plasticity from hinges and change of geometry on the conditions of equilibrium are not included. Extremum energy principles and l