期刊文献+

输电塔螺栓节点滞回特性数值模拟研究 被引量:1

Numerical Simulation Study on Hysteresis Characteristics of Transmission Tower Bolt Joints
下载PDF
导出
摘要 输电塔在振动过程中,螺栓节点会发生往复运动,但目前尚缺乏针对螺栓节点动力特性的研究.因此,对螺栓滑移进行了数值模拟,分析了其在循环荷载作用下的滞回性能,并通过参数分析研究了初始间隙、螺栓扭矩、接触面粗糙度对典型螺栓节点滞回性能的影响,为模拟螺栓滑移的动力响应提供了一种可供参考的滞回模型.结果表明,初始间隙越小、摩擦系数越大、初始扭矩越大,滞回曲线的极限变形越小,其中初始间隙对滑移变形的影响最大. During the vibration of the transmission tower,the bolt joints will move back and forth,but there is still a lack of research on the dynamic characteristics of the bolt joints.The numerical simulation of joint bolt slip is carried out to analyze its hysteresis performance under cyclic loading.The effects of initial clearance,bolt torque,and contact surface roughness on the hysteresis performance of typical bolt joints are studied through parameter analysis,which provides a reference hysteretic model for simulating the dynamic response of bolt slip.The results show that the smaller the initial clearance,the larger the coefficient of the friction,the greater the initial torque,and the smaller the limit deformation of the hysteresis curve,in which the initial gap has the greatest effect on the slip deformation.
作者 李嘉祥 王彪 孙健 王述红 LI Jia-xiang;WANG Biao;SUN Jian;WANG Shu-hong(School of Resources&Civil Engineering,Northeastern University,Shenyang 110819,China)
出处 《东北大学学报(自然科学版)》 EI CAS CSCD 北大核心 2020年第11期1633-1639,共7页 Journal of Northeastern University(Natural Science)
基金 国家自然科学基金资助项目(51808100) 辽宁省自然科学基金资助项目(2019-ZD_0004) 辽宁省科学技术计划重大项目(2019JH2-10100035).
关键词 螺栓滑移 输电塔 循环荷载 动力特性 数值模拟 bolt slip transmission tower cyclic load dynamic characteristics numerieal simulation
  • 相关文献

参考文献2

二级参考文献25

  • 1王朋,高康,黄伟东,陈海波,张会武.螺栓滑移对格构式结构静动态特性的影响研究[J].固体力学学报,2013,34(S1):211-215. 被引量:9
  • 2李鸿光,何旭,孟光.Bouc-Wen滞回系统动力学特性的仿真研究[J].系统仿真学报,2004,16(9):2009-2011. 被引量:20
  • 3梁建术,蔡建军.一类含间隙滞回动力系统周期运动和分岔[J].机械强度,2007,29(3):390-393. 被引量:5
  • 4HongSR, ChoiSB, ChoiYT, et al. A Hydro-me- chanical model for hysteretic damping force predic- tionof ER damper: experimental verifieaticn[J]. Jour- nal of Sound and Vibration, 2005,285 (4-5) : 1 180--1 188.
  • 5Sivaselvan M, Reinhorn A. Hysteretic models for de- terioration inelastic structures[J]. ASCE Journal of Engineering Mechanics, 2000,126 (6) : 633--640.
  • 6Clough R W. Inelastic earthquake response of tall buildings[A]. Proceedings of the 3rd World Confer- ence on Earthquake Engineering[C]. New Zealand, 1965 :68--89.
  • 7Takeda T, Sozen M A, Nielsen N N. Reinforced con- crete response to simulated earthquakes [J]. ASCE Journal of Structural Division, 1970.. 2 557--2 573.
  • 8Saiidi M A Sozen. Simple nonlinear seismic analysis of RC structures[J]. ASCE Journal of Structural Engi- neering, 1981,107(5) :937--952.
  • 9Bouc R. Force vibration of mechanical systems with hysteresis[A]. In Proceedings of the Fourth Confer- ence on Nonlinear Oscillation[C]. Prague, Czechoslo- vakia, 1967,315.
  • 10Wen Y K. Method for random vibration of hysteretic systems[J]. ASCE Journal of Engineering Mechanics, 1976,102(2) :249--263.

共引文献20

同被引文献5

引证文献1

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