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http://dx.doi.org/10.3744/SNAK.2006.43.5.604

Ultimate Strength Assessment of Bollard and Its Foundation Considering Production Costs  

Oh, Chang-Min (Hyundai Heavy Industries Co.,LTD)
Choung, Joon-Mo (Hyundai Heavy Industries Co.,LTD)
Cho, Sang-Rai (School of Naval Architecture and Ocean Engineering, University of Ulsan)
Publication Information
Journal of the Society of Naval Architects of Korea / v.43, no.5, 2006 , pp. 604-610 More about this Journal
Abstract
Common structural rules of JBP(Joint Bulker Project) and JTP(Joint Tanker Project), which will come into effect in 2006, invoke the necessity of the ultimate limit state(ULS) design for ship structures. Even though the many applications of ULS analysis have been performed for ship structures, there have few studies carried out for deck machineries and their supporting structures. Recently four major Korean shipbuilders(DSME, HHI, HHIC, SHI) jointly developed and proposed a new design standards for mooring fittings and also proposed the SWL (Safety Working Load) obtained based on the first yield criterion. In this study, various ultimate strength analyses were performed for bollards and their foundation structures whose yield strengths were quantified by the research consortium. Prior to performing the ultimate strength analyses, the numerical calculation method was substantiated with the test results provided in the joint work report. Based upon the results of this study, it can be concluded that the reinforcements to increase the yield strength are not always resulted in the enhancement of the ultimate strength. Furthermore, the additional production costs for the reinforcements can not be rewarded by the ultimate strength. Therefore, another alternative arrangements should be developed in the view point of ultimate strength.
Keywords
Mooring fitting; Bollard; Ultimate strength; Yield strength; SWL(Safety Working Load);
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