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Shakedown of Composite Frames Taking into Account Plastic and Brittle Fracture of Elements

Author(s): (University of Zielona Góra, Institute of Building Engineering, Poland)
(RUP “Instytut BelNIIS”, Minsk, Belarus)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , n. 4, v. 15
Page(s): 5-21
DOI: 10.1515/ceer-2014-0031
Abstract:

In the paper the mathematical model of the optimization problem of limit and shakedown analysis for composite plane frames, containing elastic-plastic and brittle elements under low-cyclic loading, is proposed. It is assumed that the load varies randomly within the specified domain, and limited plastic redistribution of forces in such structures occurs. An example of the shakedown analyses of the composite frame is given.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1515/ceer-2014-0031.
  • About this
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  • Reference-ID
    10705368
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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