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A deformation criterion for fatigue of concrete in tension

Author(s):


Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 12
Page(s): 187-197
DOI: 10.1002/suco.201100013
Abstract:

A deformation criterion is proposed for the fatigue failure of concrete in tension. According to the criterion, a fatigue failure is imminent when the total deformation approaches the deformation at maximum stress in a corresponding static test. This criterion was originally proposed for bond slip by Balázs in 1991. It is tested on two series of new and old concrete cylinders loaded in cyclic tension. How the criterion may be used to predict the number of load cycles to failure for existing structures under cyclic tensile loading is also shown.

Keywords:
fatigue tensile strength concrete structures
Available from: Refer to publisher
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: 10.1002/suco.201100013.
  • About this
    data sheet
  • Reference-ID
    10065886
  • Published on:
    06/10/2011
  • Last updated on:
    13/08/2014
 
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