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세립 사질토 지반에 설치된 석션 앵커의 수평 지지력

Capacity of Horizontally Loaded Suction Anchor Installed in Silty Sand

  • 김수린 (한국과학기술원 건설 및 환경공학과) ;
  • 추연욱 (한국과학기술원 건설 및 환경공학과) ;
  • 김동수 (한국과학기술원 건설 및 환경공학과) ;
  • 성홍근 (한국해양과학기술원 선박해양플랜트 연구소)
  • 투고 : 2012.10.22
  • 심사 : 2013.02.14
  • 발행 : 2013.02.28

초록

A suction anchor is one of the most popular anchors for deepsea floating systems. An anchor used for catenary mooring is predominantly under a horizontal load. In this study, the behavior of a suction anchor installed in cohesionless soil was investigated when the anchor was mainly subjected to a horizontal load induced by a catenary line. In order to study the behavior of the suction anchor, 3D FEM analysis models were developed and analyzed. Depending on the location of the load (padeye), the ultimate horizontal load was monitored. The distributions of the reaction forces around the anchor induced by the seabed were analyzed using the circumferential stress to understand the behavior of the suction anchor under a horizontal load.

키워드

참고문헌

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