지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
초록· 키워드
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The analytical model was constituted to evaluate the flexural strength of UHPFRC(ultra high performance fiber reinforced concrete) member. The analytical approach was attemped to study the effect of the joint and the result compared with the experimental study to verify the analytical model. The calculated value tends to underestimate about 23%~25% in comparison with the experimental result of the jointed test member because the bond stress between precast UHPFRC and cast-in-place UHPFRC surface is not considered in the analytical model. But in the case of the continuous test member, the analytical model provides reasonable results for the flexural strength of UHPFRC member.
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참고문헌 (9)
참고문헌 신청
J. Hegger / 2012 / Connections of Precast UHPFRC Elements / 3rd International Symposium on Ultra High Performance Concrete
B. A. Graybeal / 2008 / UHPFRC in the U.S. Highway Transpor tation System / 2nd International Symposium on Ultra High Performance Concrete :11~17
유동민 / 2011 / 초고성능 콘크리트 바닥판 교량의 전단연결부에 대한 실험적 연구 / Composites Research 24(5):29~33
황훈희 / 2011 / UHPC 바닥판 철근겹침이음 연결부의 휨강도 평가 / 한국구조물진단유지관리공학회 논문집 15(6):92~99
L. Chen / 2010 / Finite Element Analysis of Ultra-High Performance Concrete: Modeling Structural Performance of an AASHTO Type II Girder and 2nd Generation Pi-Girder
B. A. Graybeal / 2008 / UHPFRC in the U.S. Highway Transpor tation System / 2nd International Symposium on Ultra High Performance Concrete :11~17
유동민 / 2011 / 초고성능 콘크리트 바닥판 교량의 전단연결부에 대한 실험적 연구 / Composites Research 24(5):29~33
황훈희 / 2011 / UHPC 바닥판 철근겹침이음 연결부의 휨강도 평가 / 한국구조물진단유지관리공학회 논문집 15(6):92~99
L. Chen / 2010 / Finite Element Analysis of Ultra-High Performance Concrete: Modeling Structural Performance of an AASHTO Type II Girder and 2nd Generation Pi-Girder
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