Journal of Shanghai Jiao Tong University (Science) ›› 2018, Vol. 23 ›› Issue (4): 515-.doi: 10.1007/s12204-018-1973-2
VU Van Tuyen, YANG Ping(杨平)
发布日期:
2018-08-02
通讯作者:
YANG Ping(杨平)
E-mail:pyangwhut@163.com
VU Van Tuyen, YANG Ping(杨平)
Published:
2018-08-02
Contact:
YANG Ping(杨平)
E-mail:pyangwhut@163.com
摘要: The present paper presents a historical review associated with the research works on hull girder strength of ship and ship-shaped structures. Then, a new program is developed to determine the ultimate vertical bending moment of hull girder by applying direct method, stress distribution method, and progressive collapse analysis method. Six ships and ship-shaped structures used in the benchmark study of International Ship and Offshore Structures Congress (ISSC) in 2012 are adopted as examples. The calculation results by applying the developed program are analyzed and compared with the existing results. Finally, the roles of the developed program and its further development are discussed.
中图分类号:
VU Van Tuyen, YANG Ping(杨平). Tool for Predicting the Ultimate Bending Moment of Ship and Ship-Shaped Hull Girders[J]. Journal of Shanghai Jiao Tong University (Science), 2018, 23(4): 515-.
VU Van Tuyen, YANG Ping(杨平). Tool for Predicting the Ultimate Bending Moment of Ship and Ship-Shaped Hull Girders[J]. Journal of Shanghai Jiao Tong University (Science), 2018, 23(4): 515-.
[1] | BUCKLEY W H. Hull girder structural design: Thecase for new loading conditions for extreme waves [J].Naval Engineers Journal, 1978, 90(1): 95-105. |
[2] | PAIK J K, KIM S K, LEE S K. Probabilistic corrosionrate estimation model for longitudinal strengthmembers of bulk carriers [J]. Ocean Engineering, 1998,25(10): 837-860. |
[3] | YAMAMOTO N. Updating of probabilistic corrosionmodel based on Bayesian procedure [C]//Proceedingsof the ASME 2015 34th International Conference onOcean, Offshore and Arctic Engineering. Newfoundland,Canada: ASME, 2015: 1-7. |
[4] | IACS. Common structural rules for bulk carriers andoil tankers [R]. London, UK: IACS, 2017. |
[5] | QI E, CUI W. Analytical method for ultimate strengthcalculations of intact and damaged ship hulls [J]. Shipsand Offshore Structures, 2006, 1(2): 153-163. |
[6] | VASTA J. Lessons learned from full-scale structuraltests [J]. Transaction of Society of Naval Architects andMarine Engineers, 1958, 66: 165-243. |
[7] | MANSOUR A E, FAULKNER D. On applying thestatistical approach to extreme sea loads and shiphull girder [J]. Transactions of the Royal Institutionof Naval Architects, 1973, 115: 277-313. |
[8] | FAULKNER D, SADDEN S. Toward a unified approachto ship structural safety [J]. Transactions ofthe Royal Institution of Naval Architects, 1979, 121:1-28. |
[9] | VINER A C. Development of ship strength formulations[C]//Proceedings of the International Conferenceon Advances in Marine Structures. New York, USA:Elsevier Science Ltd., 1986: 152-173. |
[10] | FRIEZE P A, LIN Y T. Ship longitudinal strengthmodelling for reliability analysis [C]//Proceedings ofthe Marine Structural Inspection, Maintenance, andMonitoring Symposium. Virginia, USA: SNAME, 1991:III C.1-20. |
[11] | VALSGAARD S, STEEN E. Ultimate hull girderstrength margins in present class requirements[C]//Proceedings of the Marine Structural Inspection,Maintenance, and Monitoring Symposium. Virginia,USA: SNAME, 1991: III B.1-19. |
[12] | CALDWELL J B. Ultimate longitudinal strength [J].Transactions of the Royal Institution of Naval Architects,1965, 107: 411-430. |
[13] | PAIK J K, MANSOUR A E. A simple formulation forpredicting the ultimate strength of ships [J]. Journalof Marine Science and Technology, 1995, 1(1): 52-62. |
[14] | PAIK J K, KIM D K, PARK D H, et al. ModifiedPaik-Mansour formula for ultimate strength calculationsof ship hulls [J]. Ships and Offshore Structures,2013, 8(3/4): 245-260. |
[15] | SMITH C. Influence of local compressive failureon ultimate longitudinal strength of a ship’s hull[C]//Proceedings of the PRADS, International Symposiumon Practical Design in Shipbuilding. Tokyo,Japan: The Society of Naval Architects of Japan, 1977:73-79. |
[16] | PAIK J K, SEO J K, KIM D M. Idealized structuralunit method and its application to progressive hullgirder collapse analysis of ships [J]. Ships and OffshoreStructures, 2006, 1(3): 235-247. |
[17] | GAO B G, DENG Y C, YANG S Q. A method basedon non-linear FEM for ultimate limit state assessmentof ship hull girders [C]//International Conferenceon Quality, Reliability, Risk, Maintenance, and SafetyEngineering. Chengdu, China: IEEE, 2013: 524-528. |
[18] | HANSEN A M. Strength of mid-ship sections [J]. MarineStructures, 1996, 9(3): 471-494. |
[19] | AKHRAS G, GIBSON S, YANG S, et al. Ultimatestrength of a box girder simulating the hull of a ship [J].Canadian Journal of Civil Engineering, 1998, 25(5):829-843. |
[20] | PAIK J K, HUGHES O F, MANSOUR A E. Advancedclosed-form ultimate strength formulation for ships [J].Journal of Ship Research, 2001, 45(2): 111-132. |
[21] | SUN H H, BAI Y. Ultimate strength and reliabilityassessment for the ship hull girders used in ISSC-2000benchmark study [C]//Proceedings of the 8th InternationalSymposium on Practical Design of Ships andOther Floating Structures. Shanghai, China: ElsevierScience Ltd., 2001: 1005-1012. |
[22] | RIGO P, TODERAN C, YAO T. Sensitivity analysison ultimate hull bending moment [C]//Proceedingsof the 8th International Symposium on Practical Designof Ships and Other Floating Structures. Shanghai,China: Elsevier Science Ltd., 2001: 987-995. |
[23] | YAO T. Hull girder strength [J]. Marine Structures,2003, 16(1): 1-13. |
[24] | YAO T. Ultimate longitudinal strength of ship hullgirder: Historical review and state of the art [J]. InternationalJournal of Offshore and Polar Engineering,1999, 9(1): 1-9. |
[25] | QI E R, CUI W C, WAN Z Q. Comparative studyof ultimate hull girder strength of large double hulltankers [J]. Marine Structures, 2005, 18(3): 227-249. |
[26] | OZGUC O, DAS P K, BARLTROP N. A proposedmethod to evaluate hull girder ultimate strength [J].Ships and Offshore Structures, 2006, 1(4): 335-345. |
[27] | PAIK J K, KIM B J, SEO J K. Methods for ultimatelimit state assessment of ships and ship-shaped offshorestructures: Part III hull girders [J]. Ocean Engineering,2008, 35(2): 281-286. |
[28] | YONEYA T, KOBAYASHI H, RAHIM M A, et al.Total analysis system for ship structural strength[C]//Proceedings of the 8th International Symposiumon Practical Design of Ships and Other Floating Structures.Shanghai, China: Elsevier Science Ltd., 2001:971-977. |
[29] | TAYYAR G T, NAM J M, CHOUNG J M. Predictionof hull girder moment-carrying capacity usingkinematic displacement theory [J]. Marine Structures,2014, 39: 157-173. |
[30] | NAM J M, CHOUNG J M, PARK S Y, et al. Assessmentof residual ultimate strength of VLCC accordingto damage extents and average compressive strengthof stiffened panel [C]//Proceedings of the ASME 201433rd International Conference on Ocean, Offshore andArctic Engineering. California, USA: ASME, 2014: 1-8. |
[31] | HUGHES O F, PAIK J K. Ship structural analysis anddesign [M]. New Jersey, USA: SNAME, 2010. |
[32] | ISSC. ISSC committee III.1: Ultimate strength[C]//Proceedings of the 18th International Ship andOffshore Structures Congress. Rostock, Germany:ISSC, 2012: 1-107. |
[1] | WANG Pu (王璞), ZHOU Dai (周岱), HUANG Zhen* (黄真). Ultimate Strength of Annular Reinforced Concrete Members Under Combined Actions[J]. Journal of Shanghai Jiao Tong University (Science), 2019, 24(4): 430-438. |
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