10. Ultimate Strength of the Joint of Concrete Offshore Structure Joined Afloat
スポンサーリンク
概要
- 論文の詳細を見る
Large concrete offshore structures have been constructed so far in one united body in a large graving dock. This method, however, needs a large amount of initial capital investment for building a graving dock. On the other hand, if an existing shipbuilding dock, which is fully equipped, is used, it would be possible to cut time and cost in the production of concrete offshore structures. Existing shipbuilding docks, however, are usually not wide enough to construct a large concrete offshore structure in one unit. To overcome this problem, the authors have developed a method for joining afloat concrete offshore structure sections which have been built in two units in an existing shipbuilding dock. In this method, the joint is usually located at the central part of the structure where the maximum resultant forces act and some structural discontinuities may exist. The authors have studied the ultimate strength of the joint by performing FEM analysis and confirmed that the joint has sufficient strength comparable with other parts which have been constructed beforehand in a shipbuilding dock.
- 社団法人日本船舶海洋工学会の論文
著者
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Yoshikawa Takao
Akashi Technical Institute Kawasaki Heavy Industries Ltd.
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Kawakami Hajime
Akashi Technical Institute Kawasaki Heavy Industries Ltd.
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YOSHIDA Shohei
Akashi Technical Institute, Kawasaki Heavy Industries, Ltd.
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YAMANAKA Naoki
Ship Group, Kawasaki Heavy Industries, Ltd.
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OHMINAMI Ryoichi
Akashi Technical Institute, Kawasaki Heavy Industries, Ltd.
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YAMASHITA Hiroshi
Ship Group, Kawasaki Heavy Industries, Ltd.
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Yamanaka Naoki
Ship Group Kawasaki Heavy Industries Ltd.
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Ohminami Ryoichi
Akashi Technical Institute Kawasaki Heavy Industries Ltd.
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Yoshida Shohei
Akashi Technical Institute Kawasaki Heavy Industries Ltd.
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Yamashita Hiroshi
Ship Group Kawasaki Heavy Industries Ltd.
関連論文
- 10. Ultimate Strength of the Joint of Concrete Offshore Structure Joined Afloat
- Effects of Welding Residual Stresses and Initial Deflection on Rigidity and Strength of Square Plates Subjected to Compression (Report II)
- Effects of Welding Residual Stresses and Initial Deflection on Rigidity and Strength of Square Plates Subjected to Compression