Analysis of the accident of the MVNakhodka. Part 2. Estimation of structural strength |
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Authors: | Tetsuya Yao Yoichi Sumi Hiroyasu Takemoto Atsushi Kumano Hidetoshi Sueoka Hideomi Ohtsubo |
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Affiliation: | (1) Department of Naval Architecture and Ocean Engineering, Faculty of Engineering, Hiroshima University, 1-4-1 Kagamiyama, 739-8527 Higashi-Hiroshima, Japan;(2) Department of Naval Architecture and Ocean Engineering, Yokohama National University, Yokohama, Japan;(3) Ship Research Institute, Ministry of Transport, Tokyo, Japan;(4) Research Centre, Nippon Kaiji Kyokai, Chiba, Japan;(5) Shipbuilding and Ocean Development Headquarters, Mitsubishi Heavy Industries, Ltd., Yokohama, Japan;(6) Department of Naval Architecture and Ocean Engineering, Univerisity of Tokyo, Tokyo, Japan |
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Abstract: | In the early morning of January 2, 1997, a Russian tanker, the MVNakhodka, broke in two in the Sea of Japan. The fore part of the vessel drifted and was stranded on the coast of Japan, and the aft part sank. The coast of Japan was seriously polluted by spilled heavy oil. Following this disaster, the Japanese Government established a Committee for the Investigation of the Causes of the Casualty of theNakhodka. This paper deals with the structural strength of MVNakhodka at the time of the accident. First the structural characteristics of theNakhodka are described, and the reduction in thickness of the structural members are estimated based on the data measured on the fore part of the vessel which drifted ashose. Then the ultimate longitudinal strength of the hull girder at the time of the accident is evaluated by applying Smith's method, and the possibility of break-up collapse due to excess loads is discussed. The mechanism of fracture at the bottom plate is also discussed based on the observed fracture surfuce of the cross section. Finally an FEM (finite element method) simulation of the break-up of the hull girder is performed. It is shown that buckling/plastic collapse took place at the deck plate near Fr.153, which was followed by the successive buckling collapse of the side shell plate of the hull girder. Right after the collapse of the deck structure, the bottom plate fractured just in front of the transverse bulkhead at Fr.153. This article is based on an article that appeared in Japanese in the Journal of the Society of Naval Architects of Japan, vol. 183 (1998). |
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Keywords: | analysis of accident buckling/plastic collapse fracture longitudinal ultimate strength progressive collapse analysis |
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