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Computers and Concrete
  Volume 8, Number 6, December 2011, pages 717-733
DOI: http://dx.doi.org/10.12989/cac.2011.8.6.717
 


Nonlinear finite element analysis of RC beams strengthened with CFRP strip against shear
Nalan Bulut, Ozgur Anil and Cagatay M. Belgin

 
Abstract
    Strengthening of reinforced concrete (RC) members against shear that is one of the failure modes especially avoided by using carbon fiber reinforced polymer (CFRP) is widely used technique, which is studied at many experimental studies. However, conducting experimental studies are required more financial resources and laboratory facilities. In addition, along with financial resources, more time is needed in order to carry out comprehensive experimental studies. For these reasons, a verified finite element model that is tested with previous experimental studies can be used for reaching generalized results and investigating parameters that are not studied. For this purpose, previous experimental study results are used and
 
Key Words
    ANSYS; finite element analysis; RC beam; strengthening; nonlinear analysis.
 
Address
Nalan Bulut, Ozgur Anil and Cagatay M. Belgin: Department of Civil Engineering, Gazi University, Maltepe, Ankara, Turkey, 06570
 

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