Computers and Concrete

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A new approach for nonlinear finite element analysis of reinforced concrete structures with corroded reinforcements

  • Shayanfar, Mohsen A. (Civil Engineering Department, Iran University of Science and Technology) ;
  • Safiey, Amir (Moshanir Consultants Engineering Inc.)
  • Received : 2007.02.07
  • Accepted : 2008.03.06
  • Published : 2008.04.25
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Abstract

A new approach for nonlinear finite element analysis of corroded reinforcements in RC structures is elaborated in the article. An algorithmic procedure for producing the tension-stiffening curve of RC elements taking into consideration most of effective parameters, e.g.: the rate of steel bar corrosion, bond-slip behavior, concrete cover and amount of reinforcement, is illustrated. This has been established on both experimental and analytical bases. This algorithm is implemented into a nonlinear finite element analysis program. The abilities of the resulted program have been studied by modeling some experimental specimens showing a reasonable agreement between the analytical and experimental findings.

Keywords

References

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