油船和散货船结构直接计算方法比较研究
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摘要
散货船结构共同规范(以下简称CSR BC)和双壳油船结构共同规范(以下简称CSR TANKER)实施3年多来,使用者感受CSR先进性的同时也感受到了两规范不同校核思路和编写逻辑带来的不便,为此IACS要求将CSR BC和CSR TANKER进行协调统一。本文主要对两规范屈服屈曲直接计算方法进行了对比研究,为二者的统一协调提供参考依据。主要内容包括:
     1)系统归纳了CSR BC和CSR TANKER三舱段屈服屈曲直接计算的内容和分析步骤。
     2)对比两规范屈服校核方法的异同,主要包括:有限元模型,计算工况与设计载荷,载荷调整方法,边界条件,屈服校核衡准,细化网格模型及其校核衡准。
     3)结合板的稳定性理论,推导了CSR BC屈曲系数K的定义,阐明了散货船基本板格屈曲校核标准的理论依据,并由有效宽度概念推导了CSR BC的折减系数的表达式,证明了CSR BC计入后屈曲效应的方法。
     4)深入研究了CSR TANKER高级屈曲校核程序PULS的内部原理及理论背景,并以PULS定义的三种基本屈曲板格单元为例,阐释了高级屈曲校核所考虑的非线性因素及其计入方法。
     5)对CSR BC和CSR TANKER边界条件中端面节点关联提出了4种统一方案,并以一条散货船和一条油船为例进行了数值试验,为二者的统一协调工作提供一定参考价值。
Common Structural Rules for Bulk Carriers (hereinafter referred to as CSR BC) and Common Structural Rules for Double Hull Oil Tankers (hereinafter referred to as CSR TANKER) have been published for three years, the user felt inconvenience due to some differences between the two rules despite of the advance of CSR. Thus, International Association of Classification Societies asks for coordinating and harmonizing CSR BC and CSR TANKER. Direct yield and buckling strength assessment methods of two rules were compared in this paper, which provided a reference for harmonizing two rules. The main contents including:
     1) Direct yield and buckling strength assessment methods and procedure of the two rules were systematically summarized.
     2) Yield strength assessment methods of two rules were compared. Including: finite element modeling, loads and loading conditions, loads adjustment methods, boundary conditions, yield assessment criteria, fine mesh model and assessment criteria, buckling conditions and acceptance criteria.
     3) Combined with the stability of plate theory, buckling factor of CSR BC is derived; buckling theoretical basis of CSR BC is explained. Reduction factor of CSR BC is derived by using concept of effective width, the method which taking effect of post-buckling into account is proved. 4) The theoretical background of the CSR TANKER advanced buckling analysis procedure—PULS is studied. And the method which takes effect of non-linear factors into account is illustrated by researching on three kinds of basic plate element.
     5) Four projects for unifying rigid-link of two rules are presented, a bulk carrier and an oil tanker is calculated. This work provided a reference for the project of harmonizing two rules.
引文
[1] IACS. Common structural rules for bulk carriers. International Association of Classification Society, January 2006
    [2]中国船级社翻译. IACS散货船结构共同规范(第二稿).2006
    [3] IACS. Common structural rules for double hull oil tankers. International Association of Classification Society, January 2006
    [4]中国船级社翻译. IACS双壳油船结构共同规范(第二稿).2006
    [5]何昌伟. IACS散货船和油船共同结构规范及其影响.青岛远洋学员学报. 2005(3)
    [6]任淑霞,徐旭敏.浅谈满足散货船共同规范的结构设计特点. 2006
    [7]陆红干,陈华.浅谈散货船共同规范(JBP).船舶标准化与质量. 2006.2 (1)
    [8]邱伟强.对油船共同规范技术要点的探讨.船舶标准化与质量. 2005.12, 2006.2(1)
    [9] DNV. Rules for Classification of Ships. January 1998
    [10]王刚. IACS双壳油船共同结构规范的前期研究.上海造船2006年第3期
    [11] DNV. Fatigue assessment of ship structure. Det Norske Veritas Classification Notes No.30.7, H?vik, Januray 2001
    [12] Eivind Steen. Buckling of Stiffened Plates using a Shanley Model Approach. University of Oslo.
    [13] IACS. Common structural rules for bulk carriers Rule Changes1- 3.
    [14] IACS. Common structural rules for double hull oil tankers, Rule Change Notice No.1- No.3. January 2009
    [15] Byklum, E, and Amdahl, J. Ultimate strength analysis of stiffened steel and aluminum panels using semi-analytical methods. Thin walled structures,Vol 40(11)s
    [16]陈南华.基于JBP的散货船结构直接计算研究.武汉理工大学硕士学位论文.2005,11
    [17] Byklum, E, and Amdahl. Nonlinear buckling analysis and ultimate strength prediction of stiffened steel and aluminum panels. The Second Int, Conference on Advances in Structural Engineering and Mechanics
    [18] Eirik Byklum, Eivind Steen, Jogen Amdahl. A semi-analytical model for global buckling and postbuckling analysis of stiffened panels. Thin-Walled Structures 42 (2004)
    [19] Eivind Steen, Tom K, ?stvold and Stvold. A new design model for ultimate and buckling strength assessment of stiffened plates. Marine Advisory Services
    [20] Eirik Byklum, J?rgen Amdahl. A simplified method for elastic large deflection analysis of plates and stiffened panels due to local buckling. Thin-Walled Structures. 2002
    [21] Eivind Steen, Eirik Byklum. Computer efficient non-liner buckling models for capacity assessment of stiffened panel subjected to combined loads. Fourth International Conference on Thin-Walled Structures. June 2004
    [22] Eivind Steen, Eirik Byklum, Kjetil G. Vilming and Tom K. ?stvold. Computerized Buckling Models for Ultimate Strength Assessment of Stiffened Ship Hull Panels. Technical Consultancy Services, DNV
    [23] DNV. Hull Structural Design, Ships with Length 100 metres and above. January 1998
    [24]中国船级社.散货船结构强度直接计算分析指南.人民交通出版社, 2003
    [25]中国船级社.油船结构强度直接计算分析指南.人民交通出版社, 2003
    [26]日本海事协会.散货船结构指针. 2002年8月
    [27]日本海事协会.油船结构指针. 2001年11月
    [28] IACS. IACS Common Structural Rules for Double Hull Oil Tankers, Background Document, Section 7. January 2006
    [29] Det Norske Veritas. Nauticus User Manual-PULS. July,2007
    [30] Eivind Steen and Eirik Byklum. Ultimate strength and postbuckling stiffeness of plate panels subjected to combined loads using semi-analytical models. ICMRT 2005
    [31] DIN 18800-2-1990. Structural steelwork; analysis of safety against buckling of linear members and frames
    [32] DIN 18800-2/A1-1996. Steel structures-Stability-Part 2: Buckling of bars and skeletal structures; Amendment A1
    [33] DIN 18800-3-1990. Structural steelwork; analysis of safety against buckling of plates. Steel structures -Stability-Part 3: Buckling of plates; Amendment A1
    [34] DIN 18800-4-1990. Structural steelwork; analysis of safety against buckling of shells
    [35] F.柏拉希著.金属结构的屈曲强度.同济大学钢木结构教研室译.第一版.科学出版社,1965
    [36] [BCK]M. B?ckenhauer, H.-J. Schulte, Background Information for Users of the New Requirements of Germanischer Lloyd for Proof of Buckling Strength, Germanischer Lloyd, 1997
    [37] [BLE] Bleich, Buckling strength of metal structures, Mc Graw-Hill Book Complex, 1952
    [38] IACS. Shipbuilding and Repair Quality Standard. Recommendation No.47
    [39]王运龙,纪卓尚.散货船现状及其发展现状.船舶工程,2006
    [40]考罗特金,劳克辛,西维尔斯著.板与圆筒形壳的弯曲及稳定性.陈铁云,张孝镛,李学道译.高等教育出版社,1962
    [41] S.铁摩辛柯,J盖莱著.弹性稳定理论.张福范译.科学出版社,1965
    [42]陈铁云,张伯真.船舶结构力学.第一版.上海交通大学出版社,1991
    [43]洪英,钱峰,顾晔昕,周炜. IACS双壳油船共同结构规范高级屈曲评估方法及CCS新一代板格屈曲校核软件系统.上海造船. 2008年第4期
    [44]唐亮.基于结构共同规范的船体板屈曲分析.大连理工大学. 2007
    [45]林莉、王麒淋、钱峰.基于共同结构规范的油船结构分析方法.上海造船. 2008年第3期
    [46]吴漪.基于共同规范的散货船结构强度研究上海交通大学
    [47]姜树卫,黄海燕,李永正.1.2万吨散货船舱段强度有限元分析.船海工程, 2008,(05)
    [48] Jeom Kee Paik. Ultimate limit state performance of oil tanker structures designed by IACS common structural rules. Thin-Walled Structures. Volume 45, Issue 12, December 2007
    [49]陈映秋. IACS CSR船型开发总结报告. 2008
    [50]杨忠民.船舶规范标准发展与创新.船舶科学技术. 2009年5月
    [51] IACS. CSR for Bulk Carriers Background Document, Chapter 4- Design Loads. January 2006
    [52] IACS. CSR for Bulk Carriers Background Document, Chapter 6- Hull Scantling. January 2006
    [53] IACS. CSR for Bulk Carriers Background Document, Chapter 7- Direct Strength Analysis. January 2006
    [54] IACS. IACS Common Structural Rules for Double Hull Oil Tankers, Background Document, Section 10- Buckling Ultimate Strength. January 2006
    [55] IACS. IACS Common Structural Rules for Double Hull Oil Tankers, Background Document, Appendix B Appendix B-Structural Assessment.January 2006
    [56] IACS. IACS Common Structural Rules for Double Hull Oil Tankers, Background Document, Appendix D- Buckling Strength Assessment. January 2006
    [57] IACS UR S11. International Association of Classification Society.
    [58] Lars Brubak and Jostein Hellesland. Approximate buckling strength analysis of plates with arbitrarily oriented stiffeners. Proceedings of the 17th Nordic Seminar on Computational Mechanics.

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