Incremental elastic-plastic analysis of a continuous steel beam with shakedown

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Abstract


An algorithm of the incremental elastic-plastic analysis of a continuous steel beam is presented in this paper. An elastic limit state has been determined, and formation of plastic hinges and collapse mechanism has been investigated. The effect of the shakedown is introduced and the maximum shakedown load is determined.

A Heidari

Peoples’ Friendship University of Russia

Email: alborz.dimas@gmail.com

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Copyright (c) 2014 Хейдари А.

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