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Reliability assessment of a tanker using the model correction factor method based on the IACS-CSR requirement for hull girder ultimate strength
Affiliation:1. Key Laboratory of High Performance Ship Technology of Ministry of Education, School of Transportation, Wuhan University of Technology, Wuhan, Hubei Province, PR China;2. Graduate School of Engineering, Osaka University, Suita, Osaka, Japan;3. Graduate School of Engineering, Hiroshima University, Higashi-hiroshima, Hiroshima, Japan;4. Design Department, Tsuneishi Shipbuilding Co., Ltd, Fukuyama, Hiroshima, Japan;1. School of Naval Architecture and Ocean Engineering, Huazhong University of Science&Technology, Wuhan, China;2. Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration (CISSE), Wuhan, China;3. School of Transportation, Wuhan University of Technology, Wuhan, Hubei Province, China;1. The University of Naples “Federico II”, Department of Industrial Engineering, Via Claudio 21, 80125 Naples, Italy;2. The University of Naples “Parthenope”, Department of Science and Technology, Centro Direzionale Isola C4, 80143 Naples, Italy
Abstract:The model correction factor method (MCFM) is adopted to assess the reliability of a Suezmax oil tanker considering the ultimate vertical bending moment capacity of the hull girder as a limit state. The approach uses the incremental iterative method proposed by the International Association of Classification Societies (IACS) Common Structural Rules (CSR) to evaluate the hull girder ultimate strength as a response model that is calibrated iteratively at the design points calculated by the First Order Reliability method (FORM) by means of advanced non-linear Finite Element Analyses (FEA). The considered loads are the still water and the wave-induced bending moments in a typical seagoing operational condition of the oil tanker in the full load and ballast load conditions. First, the predictions of the hull girder bending capacities calculated by the IACS-CSR method and by non-linear FEA are compared and then the efficiency of the MCFM for hull girder reliability problems is illustrated. It is shown that using semi-empirical response models, which include the important mechanical features with respect to the bending capacity of the ship hull girder, the reliability evaluation can be performed with a limited number of non-linear FEAs (less than 10) promoting the application of advanced response and reliability methods to complex structures.
Keywords:Hull girder ultimate strength  IACS-CSR incremental iterative method  Non-linear finite element analysis (FEA)  First-order reliability method (FORM)  Model correction factor method (MCFM)  Response surface method (RSM)
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