The Optimum Offset Range on the Top of T-Bar Stiffener and Bracket

최적 T-Bar Offset(Vertical Stiffener Misalignment) 허용오차 정립

  • Lee, Kyung-Seok (Hull Structure Design Team 2/Daewoo Shipbuilding & Marine Engineering Co., LTD.) ;
  • Yu, Chang-Hwa (Hull Structure Design Team 2/Daewoo Shipbuilding & Marine Engineering Co., LTD.) ;
  • Shon, Sang-Yong (Hull Structure Design Team 2/Daewoo Shipbuilding & Marine Engineering Co., LTD.) ;
  • Che, Jung-Sin (InnoQual Co., Ltd.)
  • 이경석 (대우조선해양주식회사 구조상세설계2팀) ;
  • 유창화 (대우조선해양주식회사 구조상세설계2팀) ;
  • 손상용 (대우조선해양주식회사 구조상세설계2팀) ;
  • 제정신 (㈜이노클)
  • Published : 2008.09.30

Abstract

This report contains the results of structural analysis for the verification of the optimum offset range on the top of T-Bar with stiffener and BKT using at DSME Offset range as $6.0{\sim}10.0mm$ based on the 3-D FE analysis and experimental results of angie type stiffener as described in Annex 1 has been used as yard standard over ten (10) years under all Classification approval. Recently, Owner and Class have requested the confirmation for the misalignment based on the Yard's Standard so that a couple of locations for LNGC and LPGC has been investigated the structural strength by FE method using the offset ranges from 0.0 to 18.0 mm.

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