Buckling Strength of a Non-Spherical Tank in the Partially Filled Condition

Author:

Sano Atsushi1,Fujikubo Masahiko2

Affiliation:

1. 川崎重工業株式会社

2. 大阪大学大学院工学研究科

Publisher

Japan Society of Naval Architects and Ocean Engineers

Reference11 articles.

1. 1) Sano, A. Izumi, N. Matsubara, N. Fujikubo, M., 2017, Estimation of the elastic buckling strength of a non-spherical tank in the partially filled condition, ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2017-61397

2. 2) Pedersen, P.T. and Jensen, J.J., 1976, Buckling of spherical cargo tanks for liquid natural gas, Royal Institution of Naval Architects, Transactions 118 pp. 193-205.

3. 3) Pedersen, P.T. and Jensen, J.J., 1976, Correlation between experimental Buckling loads and theoretical predictions for spherical cargo tanks for LNG, Steel Plated Structures, An international Symposium, Crosby Lockwood Staples, London, pp.638-657.

4. 4) Pedersen, P.T. and Jensen, J.J., 1977, On design criteria for elastic buckling of shells, PRADS-International Symposium on Practical Design in Shipbuilding, Tokyo.

5. 5) Koiter, W. T., 1969, The nonlinear buckling pressure of a complete spherical shell under uniform eternal pressure, I, II, III and IV, Proc. Kon. Ned. Ak. Wet., B 72, pp 40-123.

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1. Buckling Strength of a Non-Spherical Tank in the Partially Filled Condition;Journal of the Japan Society of Naval Architects and Ocean Engineers;2020

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