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Effect of Mechanical Parameters of Steel on Inelastic Buckling of Reinforcing Bars

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 7, v. 16
Page(s): 1550028
DOI: 10.1142/s0219455415500285
Abstract:

The paper presents the results of numerical analyses of elasto-plastic buckling of steel reinforcing bars. Bars with different geometrical parameters made of steel with various mechanical characteristics were analyzed. The commercial program COSMOS/M based on the finite element method was used. It follows from the results that slenderness is not the only parameter that affects the elasto-plastic buckling of reinforcing bars. Such parameters as the length of the plastic plateau, ultimate stress and the plastic hardening module play an important role as well.

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: 10.1142/s0219455415500285.
  • About this
    data sheet
  • Reference-ID
    10352503
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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