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RISSRecently the Carbon Fiber sheets is widely used for strengthening damaged RC structures. Experiments were conducted to investigate the shear behavior of RC beams strengthened with externally bonded CFS strips. Total of 12 RC beams, including 5 RC beam...
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RISS 인기검색어
스트립형 탄소섬유쉬트로 전단 보강한 철근콘크리트 보의 거동에 관한 연구 = A study on the behavior of reinforced concrete beams strengthenedin shear with carbon fiber sheet strips
한글로보기부가정보
다국어 초록 (Multilingual Abstract)
Recently the Carbon Fiber sheets is widely used for strengthening damaged RC structures. Experiments were conducted to investigate the shear behavior of RC beams strengthened with externally bonded CFS strips. Total of 12 RC beams, including 5 RC beams strengthened using CFS strips without stirrup and 5 RC beams strengthened using CFS strips with stirrup and 2 unstrengthened beam, were tested. RC beams strengthened with CFS stips showed different failure mode, failure due to strip debonding or strip rupture, and different capability to enhance shear capacity of RC beams according to the type of anchorage. Failure due to sheet debonding can be prevented by providing anchorage of additional length of sheet or mechanical anchorage.
The CFS strip contribution to shear capacity of RC beams could be calculated using effective stress on CFS strip and showed good agreement between experimenal results and analytical results.
The CFS strip contribution to shear capacity of RC beams could be calculated using effective stress on CFS strip and showed good agreement between experimenal results and analytical results.
Recently the Carbon Fiber sheets is widely used for strengthening damaged RC structures. Experiments were conducted to investigate the shear behavior of RC beams strengthened with externally bonded CFS strips. Total of 12 RC beams, including 5 RC beams strengthened using CFS strips without stirrup and 5 RC beams strengthened using CFS strips with stirrup and 2 unstrengthened beam, were tested. RC beams strengthened with CFS stips showed different failure mode, failure due to strip debonding or strip rupture, and different capability to enhance shear capacity of RC beams according to the type of anchorage. Failure due to sheet debonding can be prevented by providing anchorage of additional length of sheet or mechanical anchorage.
The CFS strip contribution to shear capacity of RC beams could be calculated using effective stress on CFS strip and showed good agreement between experimenal results and analytical results.
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