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Prediction of the Shear Strength of FRP Strengthened RC Beams (II) - Verification and parametric study -
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 Title & Authors
Prediction of the Shear Strength of FRP Strengthened RC Beams (II) - Verification and parametric study -
Sim Jong-Sung; Park Cheol-Woo; Moon Do-Young; Sim Jae-Won;
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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.
shear strength;FRP;RC beam;shear span to depth ratio;strengthening method;
 Cited by
연속섬유에 의하여 보강된 철근콘크리트 보의 전단강도 평가,이정윤;황현복;김지현;

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최소 볼록 집합을 이용한 데이터베이스 기반 콘크리트 최적 배합,이방연;김재홍;김진근;

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