커플러 이음 철근이 매립된 1축 인장 RC부재의 연성능력 평가

우태련; 정치영; 김태진; 임남기; 정진환

한국구조물진단유지관리공학회 한국구조물진단유지관리공학회 학술발표회 논문집 커플러 이음 철근이 매립된 1축 인장 RC부재의 연성능력 평가

Evaluation of Ductility Capacity of Uniaxial Tension RC Member Embedded Splice Rebar

우태련 ( Woo Tae-ryeon ) , 정치영 ( Jung Chi-young ) , 김태진 ( Kim Tae-jin ) , 임남기 ( Lim Nam-gi ) , 정진환 ( Cheung Jin-hwan )

한국구조물진단유지관리공학회 2017.04

한국구조물진단유지관리공학회 학술발표회 논문집 vol. 21 iss. 1 191-192(2pages)

UCI I410-ECN-151-24-02-088705920

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Abstract

In this study, the 1-directional tension tests were conducted to evaluate ductility capacity of splice rebar. As a result, the ductility of the reinforced concrete members embedded in the coupler was significantly lower than that of general RC members.

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