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钢管节点局部柔度的等效单元及其在海洋平台结构分析中的应用 被引量:3

Equivalent Element of Steel Tubes with Local Joint Flexibility and Its Use in Structural Analysis of Offshore Platform
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摘要 为了在海洋平台结构分析中计及管节点局部柔度的影响,本文建立了一种在海洋平台有限元分析中代表空间管节点局部柔度的等效单元,它可方便地与通用的结构有限元程序配合,对三维平台结构进行精确的静动力分析.作者编制的与SAP5配合使用的前处理程序,可自动生成符合SAP5输入格式的等效单元读入刚度矩阵数据.通过算例说明,在海洋平台结构分析中计及管节点局部柔度是十分必要的. In order to consider the local joint flexibility in structural analysis of offshore platforms,an equivalent element model is established. With the equivalent element the three-dimensional golbal structural analysis of offshore platforms in which the local flexbility is taken into account can be performed by using the Finite Element Method. A pre-processing program to generate the stiffness matrix data according to the input data form of SAP5 has been developped. Numerical examples show the necessity of considering local joint flexibility in the structural analysis of offshore platforms.
作者 朱静
出处 《上海交通大学学报》 EI CAS CSCD 北大核心 1994年第S1期1-8,共8页 Journal of Shanghai Jiaotong University
关键词 海洋平台 管节点 局部柔度 结构分析 offshore platforms, tubular joint, local joint flexibility,structural analysis
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  • 1徐汉涛,潘皓,陈伯真,胡毓仁.TY型管节点局部柔度的参数分析及试验研究[J].海洋工程,1995,13(3):9-18. 被引量:3
  • 2孙焕纯,王跃方.对桁架结构稳定分析经典理论的讨论[J].计算力学学报,2005,22(3):316-319. 被引量:14
  • 3.GB50017-2003钢结构设计规范[S].北京:中国计划出版社,2003..
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  • 5Fessler H, Mockford PB, Webster J J. Parametric equations for the flexibility matrices of single brace tubular joints in offshore structures [J]. Institution of Civil Engineers, 1986, 81:675-696.
  • 6Fessler H,Mockford PB, Webster J J. Parametric equations for the flexibility matrices of multi-brace tuimlar joints in offshore structures[J]. Institution of Civil Engineers, 1986, 81:659-673.
  • 7Bouwkamp J G, Hollings J P, Maison J G. Effects of joint flexibility on the response of offshore towers [ C ]// Proceedings of the Offshore Technology Conference. Houston : OTC, 1980.
  • 8Holmas T. Implementation of tubular joint flexibility in global frame analysis [ R ]. Norway: Norwegian Institute of Technology, 1987.
  • 9FESSLER H, MOCKFORD P B. Parametric equations for the flexibility matrices of single brace tubular joints in offshore structures[ J]. Institution of Civil Engineers, 1986, 81 : 675-696.
  • 10FESSLER H, MOCKFORD P B. Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures[ J]. Institution of Civil Engineers, 1986, 81:659-673.

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