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http://dx.doi.org/10.4334/JKCI.2005.17.3.353

Prediction of the Shear Strength of FRP Strengthened RC Beams (II) - Verification and parametric study -  

Sim Jong-Sung (Dept. of Civil and Environmental Engineering, Hanyang University)
Park Cheol-Woo (Dept. of Civil and Environmental Engineering, Hanyang University)
Moon Do-Young (Dept. of Civil and Environmental Engineering, Hanyang University)
Sim Jae-Won (Highway and Transportation Technology Institute)
Publication Information
Journal of the Korea Concrete Institute / v.17, no.3, 2005 , pp. 353-359 More about this Journal
Abstract
To evaluate the proposed shear strength models developed in a companion paper, the shear strengths of test specimens strengthened with FRP were predicted by ACl specification, and elsewhere. The advantage and disadvantage of the models were investigated by the comparisons with the test results. The characteristics and limitations of the existing model were investigated with respect to FRP types, strengthening methods, shear span to depth ratio and effective strength of FRP. The results of this parametric study showed that the proposed shear strength model is more accurate than other models.
Keywords
shear strength; FRP; RC beam; shear span to depth ratio; strengthening method;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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