The Effect of Roundness on the Buckling Strength for the Submerged Pressure Hull

Article Preview

Abstract:

The pressure hull is the most important part of resisting pressure structures of the structural systems. The submerged pressure hull is subjected to very high hydrostatic pressure or underwater explosion load, which creates large compressive stress resultants. Due to this the pressure hull is susceptible to buckling. Buckling phenomena analysis is of greater importance in the design of the submerged pressure hulls. For the pressure hulls with local out-of-roundness, the operating depth will be greatly influenced and thus decreasing capability to resist pressure loading. Thus, this work employs the ABAQUS finite element program to analyze the effect of roundness on the buckling strength for the cylinder pressure hull. Sex kinds of out-of-roundness rateφ, 0%, 1%, 3%, 5%, 10% and 15%, were studied in this study. The bulking depth and collapse depth for the cylinder pressure hull with different out-of-roundness rate were calculated. The Analysis models and results of this study contribute to efforts to design pressure hull structures.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

5133-5137

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Geers, T. L., Residual potential and approximate methods for three-dimensional fluid–structure interaction problems, The Journal of the Acoustical Society of America, Vol. 49, p.1505–1510, (1971).

DOI: 10.1121/1.1912526

Google Scholar

[2] Tang, S. C., Yen, D. H. Y., Interaction of a plane acoustic wave with an elastic spherical shell, , The Journal of the Acoustical Society of America , Vol. 47, p.1325–1333, (1970).

DOI: 10.1121/1.1912038

Google Scholar

[3] Shin, Y. S., Chisum, J. E., Modeling and simulation of underwater shock problems using a coupled Lagrangian–Eulerian analysis approach, , Shock and Vibration, Vol. 4, p.1–10, (1997).

DOI: 10.1155/1997/123617

Google Scholar

[4] Huang, H., Kiddy, K. C., Transient interaction of a spherical shell with an underwater explosion shock wave and subsequent pulsating bubble, , Shock and Vibration, Vol. 2, p.451–460, (1995).

DOI: 10.1155/1995/932825

Google Scholar

[5] Godoy, Luis A, Thin-Walled Structures with Structural Imperfections- Analysis and Behavior, Tarrytown, N.Y., Pergamon, (1996).

Google Scholar

[6] Koga, T., and Hoff, N. J., The Axisymmetric Buckling of Initially Imperfect Complete Spherical Shells, International Journal of Solids and Structures, Vol. 5, No. 7, pp.679-697, (1969).

DOI: 10.1016/0020-7683(69)90088-2

Google Scholar

[7] Boote, Dario, Mascia, Donatella, On the Nonlinear Analysis Methodologies for Thin Spherical Shells Under External Pressure with Different Finite-Element Codes, Journal of Ship Research, Vol. 33, No. 4, pp.318-325, (1989).

DOI: 10.5957/jsr.1989.33.4.318

Google Scholar

[8] Luis A. Godoy, Thin-walled structures with structural imperfections-Analysis and Behavior, University of Puerto Rico at Mayaguez Puerto Rico, USA , Pergamon, (1996).

Google Scholar

[9] ABAQUS Theory Manual, Version 6. 11. 1, Hibbit, Karlsson, and Sorensen, Inc., Pawtucket, RI, (2011).

Google Scholar

[10] John M. Brett, George Yiannakopolous, A study of explosive effects in close proximity to a submerged cylinder, International Journal of Impact Engineering 35 pp.206-225, (2008).

DOI: 10.1016/j.ijimpeng.2007.01.007

Google Scholar