A bridge-vessel collision analysis of steel fender system

강재 충돌방호공의 선박충돌해석

  • 이계희 (목포해양대학교 해양시스템공학부) ;
  • 홍현석 (청석엔지니어링 구조) ;
  • 백종균 (대림산업(주) 토목사업부)
  • Published : 2003.10.01

Abstract

In this study, the impact analysis for the steel fender system that designed for protection of collision between vessel and bridge was peformed. The size of objective collision vessel assumed as 3000 dead weight tonnage(DWT). The impact forces and the impact energies were estimated by formulas of several design codes, and the steel fender system was designed based on the estimated forces and energy. The bow of objective vessel was modeled as rigid body, and bridge substructure was modeled as fixed support. Since, the impact analysis have the dynamic nonlinear features, such as, material nonlinear, large deformation and contact, explicit structural analysis program was used. The analysis results presented that the impact forces formulas in codes have the sufficient conservativeness.

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