Shakedown analysis of the truss and comparing with the fundamental theoroms of alastic-plastic analysis implemented in a home-pakege and ANSYS
- Authors: Heidari A.1, Galishnikova V.V1
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Affiliations:
- Peoples’ Friendship University of Russia
- Issue: No 1 (2014)
- Pages: 5-15
- Section: Articles
- URL: https://journals.rudn.ru/engineering-researches/article/view/4793
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Abstract
Research results in shakedown analysis of space steel structures are presented in this paper. The theory of shakedown and conventional methods of analysis are discussed, and the example of a shakedown of a truss-column is provided to illustrate the concepts of the nonlinear analysis and shakedown for space trusses [1; 4].
About the authors
Alireza Heidari
Peoples’ Friendship University of Russia
Email: alborz.dimas@gmail.com
Vera V Galishnikova
Peoples’ Friendship University of Russia
Email: galishni@gmail.com