Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Structural Model Testing of Spillway Pier Subjected to Static Load

댐여수로 수문교각의 정적 거동 예측을 위한 구조 모형시험

  • 이명규 (전주대학교 토목환경도시공학과) ;
  • 장봉석 (한국수자원공사 수자원연구원 댐안전연구소) ;
  • 이형준 (한밭대학교 토목공학과) ;
  • 하익수 (한국수자원공사 수자원연구원 지하수지반연구소) ;
  • 김형수 (한국수자원공사 수자원연구원 지하수지반연구소) ;
  • 고성기 (전주대학교 토목환경도시공학과)
  • Published : 2005.05.01
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Abstract

In this study, small scale model test was performed to verify the ultimate load capacity of spillway pier structure under static load. The 1/20 scale test specimen was made of specially designed micro-concrete and wire mesh. From the test result, the cracking load of specimen was 10 tonf and the ultimate was 19tonf. From the similarity rule, cracking and ultimate load of prototype pier structure were predicted 4000 tonf, 7600 ton, respectively.

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