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An empirical formulation for predicting the ultimate strength of stiffened panels subjected to longitudinal compression

Lookup NU author(s): Dr Do Kyun Kim

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Abstract

CSR-BCCommon Structural Rule for Bulk CarrierCSR-OTCommon Structural Rule for Double Hull Oil TankerCSR-HHarmonised Common Structural RuleGBSGoal Based StandardCFMClosed Form MethodIACSInternational Association of Classification SocietiesM1Buckling assessment method in CSR-OT that buckling capacity with allowance for redistribution of load unless otherwise specifiedM2Buckling assessment method in CSR-OT that buckling capacity with no allowance for redistribution of load unless otherwise specifiedMethod ABuckling assessment method in CSR-H that all the edges of the elementary plate panel are forced to remain straight (but free to move in the in-plane directions) due to the surrounding structure/neighbouring platesMethod BBuckling assessment method in CSR-H that the edges of the elementary plate panel are not forced to remain straight due to low in-plane stiffness at the edges and/or no surrounding structure/neighbouring platesPULSPanel Ultimate Limit State (= a computerized semi-analytical model proposed by DNV and used for CSR-OT)UP-AUnstiffened panels with method A in CSR-HUP-BUnstiffened panels with method B in CSR-HSP-AStiffened panels with method A in CSR-HSP-BStiffened panels with method B in CSR-HSP-M1Stiffened panels with M1 in CSR-OTSP-M2Stiffened panels with M2 in CSR-OT


Publication metadata

Author(s): Kim DK, Lim HL, Kim MS, Hwang OJ, Park KS

Publication type: Article

Publication status: Published

Journal: Ocean Engineering

Year: 2017

Volume: 140

Pages: 270-280

Print publication date: 01/08/2017

Online publication date: 30/05/2017

Acceptance date: 22/05/2017

ISSN (print): 0029-8018

ISSN (electronic): 1873-5258

Publisher: Elsevier

URL: https://doi.org/10.1016/j.oceaneng.2017.05.031

DOI: 10.1016/j.oceaneng.2017.05.031


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