Method of substitutive plastic rotation applied to elastic-plastic structures with axial forces
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanical Engineering
Link
http://link.springer.com/content/pdf/10.1007/BF00534333.pdf
Reference16 articles.
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2. Backlund, J.: Large deflections analysis of elastic-plastic beams and frames. Int. J. Mech. Sci. 18 (1976) 269?277
3. Chen, W. F.; Atsuda, T.: Theory of beam-columns. New York: McGraw-Hill 1976
4. Dorosz, S.; K�nig, J. A.: An iterative method of evaluation of elastic-plastic deflections of framed structures. Ing. Arch. 55 (1985) 202?212
5. Dorosz, S.; Sawczuk, A.: Deflections of elastic-plastic beams at finite spread of plastic zones. In: Hult, J.; Lemaitre, J. (eds.) Physical nonlinearities in structural analysis, pp. 64?73. Berlin, Heidelberg, New York: Springer 1981
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1. On the critical and postcritical behaviour of plane frames;Journal of Constructional Steel Research;1992-01
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