船体板和加筋板的屈曲及极限强度研究综述

陈彦廷; 于昌利; 桂洪斌

doi:10.3969/j.issn.1673-3185.2017.01.009

船体板和加筋板的屈曲及极限强度研究综述

doi: 10.3969/j.issn.1673-3185.2017.01.009

哈尔滨工业大学(威海)船舶与海洋工程学院, 山东威海 264209

基金项目:

教育部留学归国人员科研启动基金 ITAAZS0111501

哈尔滨工业大学学科建设引导基金 IDOA1000290102

详细信息

作者简介:
陈彦廷, 男, 1989年生, 硕士生。研究方向:船体结构极限强度。E-mail:cyt1111xyz@163.com

桂洪斌, 男, 1967年生, 博士, 教授。研究方向:船舶结构设计与优化, 船舶与海洋工程结构强度及安全性评估, 结构及设备振动、噪声控制。E-mail:guihongbin@sina.com

通信作者:
于昌利(通信作者), 男, 1981年生, 博士, 讲师。研究方向:船舶与海洋结构物极限强度及安全性评估。E-mail:yuchangli@hitwh.edu.cn

中图分类号: U661.4
计量
- 文章访问数: 514
- HTML全文浏览量: 98
- PDF下载量: 211
- 被引次数: 0
出版历程
- 收稿日期: 2016-05-16
- 网络出版日期: 2016-12-28
- 刊出日期: 2017-01-07

Research development of buckling and ultimate strength of hull plate and stiffened panel

School of Naval Architecture and Ocean Engineering, Harbin Institute of Technology, Weihai 264209, China

船体板和加筋板的屈曲及极限强度研究综述由陈彦廷，等创作，采用知识共享署名4.0国际许可协议进行许可。

摘要

摘要: 船体板和加筋板的屈曲及极限强度是船舶结构强度设计的重要内容，近年来研究成果颇丰，为了能够更方便地对其展开学习和研究，对近十几年来国内外钢质船体板和加筋板的屈曲及极限强度研究进展进行综述。主要叙述了静态加载范畴下的研究现状，分别按照试验法、数值计算法、解析法和综合性方法4种不同研究方法，对完整结构和含有开口、裂纹、腐蚀、凹痕几种不同损伤的非完整结构，在承受单一载荷或联合载荷作用下的极限强度研究成果进行系统的概述，并介绍加筋板低周疲劳和动力屈曲的研究必要性和部分研究成果，讨论各研究方法的优劣性，对一些重要的定性研究结论进行汇总，指出6个需要进一步展开研究的问题。
- 屈曲 /
- 极限强度 /
- 船体板 /
- 加筋板
Abstract: Buckling and ultimate strength of hull plate and stiffened panel are important contents in the de-sign of ship structures, have achieved plenteous results in recent years. The research development of buck-ling and ultimate strength of steel hull plate and stiffened panel in the past decade at home and abroad is re-viewed for the convenience of carrying out studies and researches. The case of static loading is emphatical-ly described, the cyclic loading and dynamic loading are also introduced. A systematical overview is pre-sented for intact structures and damaged structures under single load or combined loads, in accordance with four kinds of research methods, which are experiment, numerical computation method, analytical method and comprehensive approach. The superiority and inferiority of each research method are assessed. Significant achievements are summarized, and six further problems are identified for the future study.
- buckling /
- ultimate strength /
- hull plate /
- stiffened panel

HTML全文

参考文献(66)

[1]	王伟, 吴梵.国内船舶结构稳定性研究进展[J].船舶工程, 2010, 32(增刊2):5-9. http://www.cnki.com.cn/Article/CJFDTOTAL-CANB2010S2002.htm WANG W, WU F. Advances in stability research of do-mestic ship structure[J]. Ship Engineering, 2010, 32(Supp 2):5-9(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-CANB2010S2002.htm
[2]	陈铁云, 陈伯真.船舶结构力学[M].上海:上海交通大学出版社, 1991.
[3]	XU M C, SOARES C G. Experimental study on the col-lapse strength of wide stiffened panels[J]. Marine Structures, 2013, 30:33-62. doi: 10.1016/j.marstruc.2012.10.003
[4]	XU M C, SOARES C G. Numerical assessment of ex-periments on the ultimate strength of stiffened panels[J]. Engineering Structures, 2012, 45:460-471. doi: 10.1016/j.engstruct.2012.06.045
[5]	XU M C, SOARES C G. Assessment of the ultimate strength of narrow stiffened panel test specimens[J]. Thin-Walled Structures, 2012, 55:11-21. doi: 10.1016/j.tws.2012.02.006
[6]	XU M C, SOARES C G. Comparisons of calculations with experiments on the ultimate strength of wide stiff-ened panels[J]. Marine Structures, 2013, 31:82-101. doi: 10.1016/j.marstruc.2013.01.003
[7]	GORDO J M, SOARES C G. Compressive tests on stiff-ened panels of intermediate slenderness[J]. Thin-Walled Structures, 2011, 49(6):782-794. doi: 10.1016/j.tws.2011.02.004
[8]	KWON Y B, PARK H S. Compression tests of longitu-dinally stiffened plates undergoing distortional buckling[J]. Journal of Constructional Steel Research, 2011, 67(8):1212-1224. doi: 10.1016/j.jcsr.2011.02.015
[9]	SHANMUGAM N E, ZHU D Q, CHOO Y S, et al. Ex-perimental studies on stiffened plates under in-plane load and lateral pressure[J]. Thin-Walled Structures, 2014, 80:22-31. doi: 10.1016/j.tws.2014.02.026
[10]	KUMAR M S, ALAGUSUNDARAMOORTHY P, SUNDARAVADIVELU R. Ultimate strength of ship plating under axial compression[J]. Ocean Engineer-ing, 2006, 33(8-9):1249-1259. doi: 10.1016/j.oceaneng.2005.08.002
[11]	KIM U N, CHOE I H, PAIK J K. Buckling and ulti-mate strength of perforated plate panels subject to axi-al compression:experimental and numerical investi-gations with design formulations[J]. Ships and Off-shore Structures, 2009, 4(4):337-361. doi: 10.1080/17445300902990606
[12]	YU C L, LEE J S. Formulation of reduction rate for ul-timate compressive strength of stiffened panel in-duced by opening[J]. China Ocean Engineering, 2014, 28(4):557-568. doi: 10.1007/s13344-014-0045-0
[13]	YU C L, LEE J S. Ultimate strength of simply sup-ported plate with opening under uniaxial compression[J]. International Journal of Naval Architecture and Ocean Engineering, 2012, 4(4):423-436. doi: 10.2478/IJNAOE-2013-0108
[14]	PAIK J K. Residual ultimate strength of steel plates with longitudinal cracks under axial compression-ex-periments[J]. Ocean Engineering, 2008, 35(17/18):1775-1783. https://www.researchgate.net/publication/245196174_Residual_ultimate_strength_of_steel_plates_with_longitudinal_cracks_under_axial_compression-experiments?_sg=iEDnf5WgwxmdqQOt_a_AK8NvOuVqVRnYRcwnD-nDhNRWBijlDbnCNh4BXE-jVD_NwBdQp22OkctgAtuDMAUsIg
[15]	PAIK J K. Residual ultimate strength of steel plates with longitudinal cracks under axial compres-sion-Nonlinear finite element method investigations[J]. Ocean Engineering, 2009, 36(3/4):266-276.
[16]	KUMAR M S, ALAGUSUNDARAMOORTHY P, SUNDARAVADIVELU R. Ultimate strength of stiff-ened plates with a square opening under axial and out-of-plane loads[J]. Engineering Structures, 2009, 31(11):2568-2579. doi: 10.1016/j.engstruct.2009.06.003
[17]	GHAVAMI K, KHEDMATI M R. Numerical and ex-perimental investigations on the compression behav-iour of stiffened plates[J]. Journal of Constructional Steel Research, 2006, 62(11):1087-1100. doi: 10.1016/j.jcsr.2006.06.026
[18]	TANAKA S, YANAGIHARA D, YASUOKA A, et al. Evaluation of ultimate strength of stiffened panels under longitudinal thrust[J]. Marine Structures, 2014, 36:21-50. doi: 10.1016/j.marstruc.2013.11.002
[19]	李政杰, 杨平.加筋板结构中残余应力的有限元模拟分析[J].船海工程, 2014, 43(6):69-73, 77. http://www.cnki.com.cn/Article/CJFDTOTAL-WHZC201406016.htm LI Z J, YANG P. FEA simulation of welding residual stresses in stiffened plate[J]. Ship & Ocean Engineer-ing, 2014, 43(6):69-73, 77(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-WHZC201406016.htm
[20]	陈海龙, 许维军, 万乐天.加筋板结构后极限强度行为影响参数研究[J].哈尔滨工业大学学报, 2015, 47(5):118-122. http://www.cnki.com.cn/Article/CJFDTOTAL-HEBX201505020.htm CHEN H L, XU W J, WAN L T. Investigation into the influential parameters on post-ultimate strength behaviour of stiffened panels[J]. Journal of Harbin In-stitute of Technology, 2015, 47(5):118-122(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-HEBX201505020.htm
[21]	张晓丹, 杨平.加筋板在轴向压力下的极限强度研究[J].武汉理工大学学报(交通科学与工程版), 2011, 35(2):305-312. http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ201102022.htm ZHANG X D, YANG P. Ultimate strength of stiffened plate under axial compression[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2011, 35(2):305-312(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ201102022.htm
[22]	邱继栋, 杨平.双向正交密加筋板的极限强度预报[J].中国舰船研究, 2012, 7(3):57-63. http://www.ship-research.com/CN/abstract/abstract662.shtml QIU J D, YANG P. Prediction on ultimate strength of the two-way orthogonal multi-stiffened plates[J]. Chinese Journal of Ship Research, 2012, 7(3):57-63(in Chinese). http://www.ship-research.com/CN/abstract/abstract662.shtml
[23]	PAIK J K, KIM B J, SEO J K. Methods for ultimate limit state assessment of ships and ship-shaped off-shore structures:part I-unstiffened plates[J]. Ocean Engineering, 2008, 35(2):261-270. doi: 10.1016/j.oceaneng.2007.08.004
[24]	PAIK J K, KIM B J, SEO J K. Methods for ultimate limit state assessment of ships and ship-shaped off-shore structures:part II stiffened panels[J]. Ocean Engineering, 2008, 35(2):271-280. doi: 10.1016/j.oceaneng.2007.08.007
[25]	PAIK J K, SEO J K. Nonlinear finite element method models for ultimate strength analysis of steel stiff-ened-plate structures under combined biaxial com-pression and lateral pressure actions-part I:plate ele-ments[J]. Thin-Walled Structures, 2009, 47(8/9):1008-1017.
[26]	PAIK J K, SEO J K. Nonlinear finite element method models for ultimate strength analysis of steel stiff-ened-plate structures under combined biaxial com-pression and lateral pressure actions-Part II:stiff-ened panels[J]. Thin-Walled Structures, 2009, 47(8/9):998-1007.
[27]	FUJIKUBO M, YAO T, KHEDMATI M R, et al. Es-timation of ultimate strength of continuous stiffened panel under combined transverse thrust and lateral pressure Part 1:continuous plate[J]. Marine Struc-tures, 2005, 18(5/6):383-410. https://www.researchgate.net/publication/245185639_Estimation_of_ultimate_strength_of_continuous_stiffened_panel_under_combined_transverse_thrust_and_lateral_pressure_Part_1_Continuous_plate
[28]	FUJIKUBO M, HARADA M, YAO T, et al. Estima-tion of ultimate strength of continuous stiffened panel under combined transverse thrust and lateral pressure Part 2:continuous stiffened panel[J]. Marine Struc-tures, 2005, 18(5/6):411-427.
[29]	XU M C, YANAGIHARA D, FUJIKUBO M, et al. Influence of boundary conditions on the collapse be-haviour of stiffened panels under combined loads[J]. Marine Structures, 2013, 34:205-225. doi: 10.1016/j.marstruc.2013.09.002
[30]	罗刚, 吴国民, 汤刚, 等.侧压对加筋板极限强度的影响分析[J].武汉理工大学学报(交通科学与工程版), 2014, 38(6):1400-1403. http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ201406049.htm LUO G, WU G M, TANG G, et al. Analyse the influ-ence of lateral pressure on the ultimate strength of the stiffen plate[J]. Journal of Wuhan University of Tech-nology (Transportation Science & Engineering), 2014, 38(6):1400-1403(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ201406049.htm
[31]	罗刚, 贺双元, 李军, 等.模型范围对加筋板极限强度计算的影响分析[J].船海工程, 2014, 43(4):43-46. http://www.cnki.com.cn/Article/CJFDTOTAL-WHZC201404009.htm LUO G, HE S Y, LI J, et al. Influence of model range upon the ultimate strength for stiffened plate[J]. Ship & Ocean Engineering, 2014, 43(4):43-46(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-WHZC201404009.htm
[32]	崔虎威, 杨平.复合受力作用下板格和加筋板的极限强度计算与研究[J].武汉理工大学学报(交通科学与工程版), 2012, 36(3):496-500. http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ201203015.htm CUI H W, YANG P. Calculation and research on ulti-mate strength of panels and stiffened-plates under combined loads[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2012, 36(3):496-500(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ201203015.htm
[33]	张婧, 施兴华, 顾学康.具有初始缺陷的船体加筋板结构在复杂受力状态下的极限强度研究[J].中国造船, 2013, 54(1):60-70. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGZC201301008.htm ZHANG J, SHI X H, GU X K. Ultimate strength study of stiffened plate under complex loading with initial imperfections[J]. Shipbuilding of China, 2013, 54(1):60-70(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZGZC201301008.htm
[34]	万育龙, 朱旭光.加筋板屈曲和极限强度有限元计算方法研究[J].船海工程, 2013, 42(6):17-21. http://www.cnki.com.cn/Article/CJFDTOTAL-WHZC201306004.htm WAN Y L, ZHU X G. Studies on the nonlinear finite element method for buckling and ultimate strength of stiffened panels[J]. Ship & Ocean Engineering, 2013, 42(6):17-21(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-WHZC201306004.htm
[35]	张琴, 肖桃云, 刘敬喜.均匀受压含裂纹损伤加筋板的极限承载能力分析[J].中国舰船研究, 2011, 6(5):16-22. http://www.ship-research.com/CN/abstract/abstract21.shtml ZHANG Q, XIAO T Y, LIU J X. Ultimate strength analysis of cracked stiffened plates under uniaxial compression loads[J]. Chinese Journal of Ship Re-search, 2011, 6(5):16-22(in Chinese). http://www.ship-research.com/CN/abstract/abstract21.shtml
[36]	XU M C, GARBATOV Y, SOARES C G. Residual ul-timate strength assessment of stiffened panels with locked cracks[J]. Thin-Walled Structures, 2014, 85:398-410. doi: 10.1016/j.tws.2014.09.011
[37]	BAYATFAR A, KHEDMATI M R, RIGO P. Residu-al ultimate strength of cracked steel unstiffened and stiffened plates under longitudinal compression[J]. Thin-Walled Structures, 2014, 84:378-392. doi: 10.1016/j.tws.2014.07.002
[38]	WANG F, PAIK J K, KIM B J, et al. Ultimate shear strength of intact and cracked stiffened panels[J]. Thin-Walled Structures, 2015, 88:48-57. doi: 10.1016/j.tws.2014.12.001
[39]	张强, 洪明.损伤引起加筋板结构屈曲性态变异研究[J].中国舰船研究, 2007, 2(1):24-29. http://www.ship-research.com/CN/abstract/abstract299.shtml ZHANG Q, HONG M. Dynamic stability characteris-tics of damaged stiffened-plates[J]. Chinese Journal of Ship Research, 2007, 2(1):24-29(in Chinese). http://www.ship-research.com/CN/abstract/abstract299.shtml
[40]	XU M C, SOARES C G. Effect of a central dent on the ultimate strength of narrow stiffened panels under axial compression[J]. International Journal of Me-chanical Sciences, 2015, 100:68-79. doi: 10.1016/j.ijmecsci.2015.06.008
[41]	SULTANA S, WANG Y, SOBEY A J, et al. Influ-ence of corrosion on the ultimate compressive strength of steel plates and stiffened panels[J]. Thin-Walled Structures, 2015, 96:95-104. doi: 10.1016/j.tws.2015.08.006
[42]	孟凡磊.含点蚀损伤加筋板结构极限强度研究[D].大连:大连理工大学, 2014. http://cn.bing.com/academic/profile?id=bf9e04c629d68af37d713947a663f9cf&encoded=0&v=paper_preview&mkt=zh-cn MENG F L. Research on ultimate strength of stiffened panels with pitting corrosion[D]. Dalian:Dalian Uni-versity of Technology, 2014(in Chinese). http://cn.bing.com/academic/profile?id=bf9e04c629d68af37d713947a663f9cf&encoded=0&v=paper_preview&mkt=zh-cn
[43]	WANG Y K, WHARTON J A, SHENOI R A. Ulti-mate strength assessment of steel stiffened plate struc-tures with grooving corrosion damage[J]. Engineering Structures, 2015, 94:29-42. doi: 10.1016/j.engstruct.2015.02.028
[44]	胡勇, 崔维成.具有裂纹缺陷的板和加筋板格在联合载荷作用下的剩余极限强度[J].船舶力学, 2003, 7(1):63-78. http://www.cnki.com.cn/Article/CJFDTOTAL-CBLX200301009.htm HU Y, CUI W C. Residual ultimate strength of cracked plates and stiffened panels under combined loading[J]. Journal of Ship Mechanics, 2003, 7(1):63-78(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-CBLX200301009.htm
[45]	吕毅宁, 祁恩荣, 罗海东. CSR-H规范中加筋板结构的屈曲评估方法研究[C]//中国钢结构协会海洋钢结构分会学术论文集.无锡:中国船舶科学研究中心, 2015.
[46]	HUGHES O F, GHOSH B, CHEN Y. Improved pre-diction of simultaneous local and overall buckling of stiffened panels[J]. Thin-Wall Structures, 2004, 42(6):827-856. doi: 10.1016/j.tws.2004.01.003
[47]	张涛, 刘土光, 赵耀, 等.初始缺陷加筋板的屈曲与后屈曲分析[J].船舶力学, 2003, 7(1):79-83. http://www.cnki.com.cn/Article/CJFDTOTAL-CBLX200301010.htm ZHANG T, LIU T G, ZHAO Y, et al. Buckling and postbuckling of imperfect stiffened plates[J]. Journal of Ship Mechanics, 2003, 7(1):79-83(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-CBLX200301010.htm
[48]	王伟, 吴梵.单根加筋板整体屈曲临界应力计算与分析[J].船舰科学技术, 2010, 32(10):3-7. http://www.cnki.com.cn/Article/CJFDTOTAL-JCKX201010001.htm WANG W, WU F. Calculating and analysising of the overall buckling's critical stress of single stiffened panels[J]. Ship Science and Technology, 2010, 32(10):3-7(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JCKX201010001.htm
[49]	王伟, 吴梵.加筋板整体屈曲临界应力计算与分析[J].中国舰船研究, 2011, 6(3):21-27. http://www.ship-research.com/CN/abstract/abstract69.shtml WANG W, WU F. Computational analysis on the crit-ical stress of stiffened plates' overall buckling[J]. Chinese Journal of Ship Research, 2011, 6(3):21-27(in Chinese). http://www.ship-research.com/CN/abstract/abstract69.shtml
[50]	PAIK J K, KIM B J. Ultimate strength formulations for stiffened panels under combined axial load, in-plane bending and lateral pressure:a benchmark study[J]. Thin-Walled Structures, 2002, 40(1):45-83. doi: 10.1016/S0263-8231(01)00043-X
[51]	BENSON S, DOWNES J, DOW R S. Overall buck-ling of lightweight stiffened panels using an adapted orthotropic plate method[J]. Engineering Structures, 2015, 85:107-117. doi: 10.1016/j.engstruct.2014.12.017
[52]	JABERZADEH E, AZHARI M. Elastic and inelastic local buckling of stiffened plates subjected to non-uniform compression using the Galerkin method[J]. Applied Mathematical Modelling, 2009, 33(4):1874-1885. doi: 10.1016/j.apm.2008.03.020
[53]	郑金鑫, 崔维成.横向载荷作用下缺陷加筋板有效板宽的一个计算方法[J].航空学报, 2002, 23(1):48-50. http://www.cnki.com.cn/Article/CJFDTOTAL-HKXB200201009.htm ZHENG J X, CUI W C. Calculating method for the ef-fective width of imperfect stiffened panel plating with transverse load[J]. Acta Aeronautica et Astronautica Sinica, 2002, 23(1):48-50(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-HKXB200201009.htm
[54]	崔维成, 郑金鑫, 裴俊厚.计及横向应力和垂向载荷影响的加筋板格有效板宽的理论计算方法[J].船舶力学, 2001, 5(4):29-37. http://www.cnki.com.cn/Article/CJFDTOTAL-CBLX200104003.htm CUI W C, ZHENG J X, PEI J H. An analytical meth-od for calculating the effective width of stiffened pan-el plating considering the influences of transverse stresses and lateral load[J]. Journal of Ship Mechan-ics, 2001, 5(4):29-37(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-CBLX200104003.htm
[55]	胡毓仁, 陈伯真, 孙久龙.纵向受压加筋板架有侧向压力时加强筋的扭转屈曲[J].上海交通大学学报, 2000, 34(12):1717-1722. http://www.cnki.com.cn/Article/CJFDTOTAL-SHJT200012030.htm HU Y R, CHEN B Z, SUN J L. Tripping of thin-walled stiffeners in the axially compressed stiff-ened panel with lateral pressure[J]. Journal of Shang-hai Jiao Tong University, 2000, 34(12):1717-1722(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-SHJT200012030.htm
[56]	冯亮, 佟福山.基于强度稳定综合理论的加筋板极限强度分析[J].哈尔滨工程大学学报, 2011, 32(12):1539-1543. http://www.cnki.com.cn/Article/CJFDTOTAL-HEBG201112004.htm FENG L, TONG F S. Ultimate strength research of stiffened panels based on the combined theory of strength and stability method[J]. Journal of Harbin Engineering University, 2011, 32(12):1539-1543(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-HEBG201112004.htm
[57]	PAIK J K, THAYAMBALLI A K, LEE S K, et al. A semi-analytical method for the elastic-plastic large deflection analysis of welded steel or aluminum plat-ing under combined in-plane and lateral pressure loads[J]. Thin-Walled Structure, 2001, 39(2):125-152. doi: 10.1016/S0263-8231(00)00058-6
[58]	PAIK J K, LEE M S. A semi-analytical method for the elastic-plastic large deflection analysis of stiff-ened panels under combined biaxial compression/ten-sion, biaxial in-plane bending, edge shear, and lat-eral pressure loads[J]. Thin-Walled Structures, 2005, 43(3):375-410. doi: 10.1016/j.tws.2004.07.022
[59]	BRUBAK L, ANDERSEN H, HELLESLAND J. Ulti-mate strength prediction by semi-analytical analysis of stiffened plates with various boundary conditions[J]. Thin-Walled Structures, 2013, 62:28-36. doi: 10.1016/j.tws.2012.08.005
[60]	陈铁云, 王德禹, 黄震球.船舶结构终极承载能力[M].上海:上海交通大学出版社, 2005.
[61]	单成巍.循环载荷作用下船体结构的极限强度非线性有限元分析[D].武汉:武汉理工大学, 2013. http://cn.bing.com/academic/profile?id=e75cf7f8fe27d3dffa000dedd6edbf1d&encoded=0&v=paper_preview&mkt=zh-cn SHAN C W. Nonlinear finite element analysis for the ultimate strength of ship structures under cyclic load-ing[D]. Wuhan:Wuhan University of Technology, 2013(in Chinese). http://cn.bing.com/academic/profile?id=e75cf7f8fe27d3dffa000dedd6edbf1d&encoded=0&v=paper_preview&mkt=zh-cn
[62]	陈晓静.循环载荷作用下加筋板的极限强度研究[D].武汉:武汉理工大学, 2014. CHEN X J. Research on ultimate strength of stiffened panels under cyclic loading[D]. Wuhan:Wuhan Uni-versity of Technology, 2014(in Chinese).
[63]	彭英, 杨平.流固冲击载荷下加筋板非线性动力响应与敏感度分析[J].武汉理工大学学报(交通科学与工程版), 2007, 31(5):918-921. http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ200705044.htm PENG Y, YANG P. Nonlinear dynamic response and sensitivity analysis of stiffened plates under fluid-sol-id impact loading[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2007, 31(5):918-921(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ200705044.htm
[64]	侯瑾, 龚良贵.含有初始挠度的加筋板结构非线性动力屈曲数值分析[J].南昌大学学报(工科版), 2012, 34(3):243-247. http://www.cnki.com.cn/Article/CJFDTOTAL-NCDG201203011.htm HOU J, GONG L G. Numerical analysis of nonlinear dynamic buckling based on defective stiffened plates with initial deflections[J]. Journal of Nanchang Uni-versity (Engineering & Technology), 2012, 34(3):243-247(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-NCDG201203011.htm
[65]	龚良贵, 侯瑾.横向冲击荷载下加筋板结构的动力响应数值分析[J].南昌大学学报(工科版), 2013, 35(1):38-44. http://www.cnki.com.cn/Article/CJFDTOTAL-NCDG201301010.htm GONG L G, HOU J. Numerical analysis of dynamic response of stiffened plates under lateral impact load-ing[J]. Journal of Nanchang University (Engineering & Technology), 2013, 35(1):38-44(in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-NCDG201301010.htm
[66]	张金玲.缺陷加筋板的动力屈曲数值研究[D].大连:大连理工大学, 2013. ZHANG J L. Numerical research on dynamic buck-ling of the imperfect stiffened plate under impacted load[D]. Dalian:Dalian University of Technology, 2013(in Chinese).

施引文献

资源附件(0)

访问统计

点击查看大图

计量

文章访问数: 514
HTML全文浏览量: 98
PDF下载量: 211
被引次数: 0

姓名
邮箱
手机号码
标题
留言内容
验证码

留言板

船体板和加筋板的屈曲及极限强度研究综述

doi: 10.3969/j.issn.1673-3185.2017.01.009

通信作者:
于昌利(通信作者), 男, 1981年生, 博士, 讲师。研究方向:船舶与海洋结构物极限强度及安全性评估。E-mail:yuchangli@hitwh.edu.cn

计量

Research development of buckling and ultimate strength of hull plate and stiffened panel

计量

目录

留言板

船体板和加筋板的屈曲及极限强度研究综述

doi: 10.3969/j.issn.1673-3185.2017.01.009

通信作者: 于昌利(通信作者), 男, 1981年生, 博士, 讲师。研究方向:船舶与海洋结构物极限强度及安全性评估。E-mail:yuchangli@hitwh.edu.cn

计量

出版历程

Research development of buckling and ultimate strength of hull plate and stiffened panel

计量

出版历程

目录

通信作者:
于昌利(通信作者), 男, 1981年生, 博士, 讲师。研究方向:船舶与海洋结构物极限强度及安全性评估。E-mail:yuchangli@hitwh.edu.cn