期刊文献+

变电站复合材料绝缘子的动力特性与地震易损性研究 被引量:25

DYNAMIC PROPERTIES AND SEISMIC FRAGILITY OF SUBSTATION COMPOSITE INSULATORS
原文传递
导出
摘要 复合材料在变电站绝缘子上的应用,有望提高电气设备的抗震性能。测试了复合材料绝缘子的动力特性、弯曲刚度和承载能力;运用测试结果,建立了该复合材料绝缘子构成的电气设备的有限元模型;基于概率地震易损性分析理论,研究了电气设备的地震易损性。结果表明,复合材料绝缘子中套管与金属法兰的胶装连接段是抗弯承载力的薄弱部位,该段抗弯刚度明显小于套管刚度;该绝缘子组成的电气设备在0.4 g等级地震下发生中度和重度失效的概率较小,但轻度失效的概率达38%,提高胶装段抗弯能力是提高抗震性能的关键;以失效概率为指标的易损性分析实现了电气设备抗震性能的概率化评价。 The adoption of composite materials in substation insulators is expected to improve the seismic performance of electrical equipment. The dynamic properties, bending stiffness, and strength of a composite insulator are tested, and the results are employed in FE modeling of electrical equipment which uses the composite insulator. The seismic fragility of the equipment is analyzed based on the theory of Probabilistic Seismic Fragility Analysis (PSFA). The results show that adhesive joints between composite tube and metal flange are a weak point in bending, and the stiffness of the adhesive joint is smaller than that of composite tube. When subjected to a 0.4 g level ground motion, seismic fragility of the equipment formed by composite insulators is small for moderate and severe levels of damage, but as large as 38% for minor level of damage. Increasing the flexural strength of adhesive joint can be effective in improving seismic performance. Taking the failure probability as index of seismic fragility, the paper presents a probabilistic evaluation of eletrical equipment's seismic performance.
出处 《工程力学》 EI CSCD 北大核心 2016年第4期91-97,共7页 Engineering Mechanics
基金 国家电网公司科技项目(5299001352u7)
关键词 抗震 易损性 变电站电气设备 复合材料 绝缘子 seismic fragility substation electrical equipment composite material insulator
  • 相关文献

参考文献22

  • 1Papailiou K O, Schmuck F. Silicone composite insulators. [M]// Springer-Verlag Berlin Heidelberg, Heidelberg: 2013: 167-173.
  • 2Anshel J. Schiff, Leon Kempner, Jr. IEEE 693 Seismic qualification of composite for substation high-voltage equipment [C]// 13th World Conference on Earthquake Engineering, Vancouver, B C, Canada: August 1-6, 2004: 2306.
  • 3Hwasung Roh, Nicholas D Oliveto, Andrei M Reinhorn. Experimental test and modeling of hollow-core composite insulators [J]. Nonlinear Dyn, 2012, 69(4): 1651-1663.
  • 4Philippe Bonhote, Thomas Gmür, John Botsis, Konstantin O Papailiou. Stress and damage analysis of composite- aluminium joints used in electrical insulators subject to traction and bending [J]. Composite Structures, 2004, 64(3): 359-367.
  • 5Anurag Bansal. Finite element simulation and mechanical characterization of composite insulator [D]. Oregon: Oregon Institute of Science & Technology, 1996.
  • 6Alain Prenleloup, Thomas Gmür, John Botsis, Konstantin O Papailiou, Kurt Obrist. Stress and failure analysis of crimped metal-composite joints used in electrical insulators subjected to bending [J]. Composites, 2009, 40(1): 644-652.
  • 7Kumosa L, Kumosa M, Armentrout D. Resistance to brittle fracture of glass reinforced polymer composites used in composite (non-ceramic) insulators [J]. IEEE Transactions on Power Delivery, 2005, 20(4): 2657-2666.
  • 8Kumosa L, Armentrout D, Kumosa M. An evaluation of the critical conditions for the initiation of stress corrosion cracking in unidirectional e-glass/polymer composites [J]. Composites Science and Technology, 2001, 61(4): 615-623.
  • 9IEEE Standard 693-2005, IEEE Recommended Practice for Seismic Design of Substations [S]. IEEE, 2005.
  • 10IEC 61462, Composite insulators-hollow insulators for use in outdoor and indoor electrical equipment- definitions, test methods, acceptance criteria and design recommendations [S]. International Electrotechnical Commission (IEC), 2007.

二级参考文献75

  • 1吕大刚,于晓辉,王光远.基于MVFOSM有限元可靠度方法的结构整体概率抗震能力分析[J].世界地震工程,2008,24(2):1-8. 被引量:12
  • 2王建民,朱晞.地面运动强度度量参数与双线性单自由度系统变形需求的相关性研究[J].地震学报,2006,28(1):76-84. 被引量:8
  • 3钟铁毅,杨风利,吴彬.铅芯橡胶支座隔震铁路简支梁桥双向地震响应分析[J].中国铁道科学,2007,28(3):38-43. 被引量:25
  • 4Shome N.Probabilistic seismic demand analysis of nonlinear structures[D].PhD Dissertation,Stanford University,1999.
  • 5Cornell C A.Engineering seismic risk analysis[J].Bulletin of the Seismological Society of America.1968,58(5):1S83-1606.
  • 6Shome N,Cornell C A,Bazzurro P.,et al.Earthquakes,records,and nonlinear responses[J].Earthquake Spectra,1998,14(3):467-500.
  • 7Cornell C A.Progress and challenges in seismic performance assessment[J].PEER Center News.2000,3(2):1-4.
  • 8Moehle J,Deierlein G G.A framework methodology for performance-based earthquake engineering[C]//The 13th World Conference on Earthquake Engineering,Vancouver,Canada,2004.Paper No.679.
  • 9Deierlein G G.Overview of a comprehensive framework for earthquake performance evaluation[C]//Proceedings of an International Workshop on Performance-Based Seismic Design Concepts and Implementation,Bled,Slovenia,2004.15-26.
  • 10Mackie K,Stojadinovic B.Probabilistic seismic demand model for California highway bridges[J].Journal of Bridge Engineering,ASCE,2001,6 (6):468-481.

共引文献144

同被引文献272

引证文献25

二级引证文献86

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部