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