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Reliability analysis of RC beams strengthened for torsion with carbon fibre composites

Author(s):



Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 15
Page(s): 38-44
DOI: 10.1002/suco.201300013
Abstract:

Two sets of reliability analyses for two beam series strengthened with carbon fibre composites (CFC) in different ways and subjected to torsional moments are described in this paper. The analyses consider three failure functions and the system is regarded as a series system formed by these three limit state modes.
Five random variables are taken into account in the first set of analyses. The analyses are performed for different torsional moment ratios, defined as the ratio of the torsional moment due to live loads to the total torsional moment. The system reliability indexes and the factors of importance associated with each random variable are obtained. In the second set of reliability analyses, only the two most relevant random variables selected in the first set of analyses according to the values of their factors of importance are considered, and new reliability indexes are determined. The examples show that despite the constant value of the total torsional moment, the increase in the torsional moment ratio leads to a decrease in the system reliability levels. The fact that the values of the reliability indexes obtained in both sets of reliability analyses are very similar validates the efficiency of the sensitivity analyses.

Keywords:
reliability index torsion in RC beams carbon fibre composites
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.201300013.
  • About this
    data sheet
  • Reference-ID
    10069833
  • Published on:
    11/03/2014
  • Last updated on:
    13/08/2014
 
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