期刊文献+

柔性拦截结构中减压环动态力学性能试验研究 被引量:8

DYNAMIC MECHANICAL PROPERTY STUDY OF BREAK RINGS IN FLEXIBLE PROTECTIVE SYSTEM
下载PDF
导出
摘要 减压环是柔性拦截结构中的重要耗能部件,对结构的能量耗散及过载保护有着重要作用。该文分别开展GS-8002型单减压环和减压环组的拟静力拉伸试验、重物下落动力试验和足尺冲击试验。分析不同试验条件下减压环的变形和受力特征。试验表明:动荷载作用下,启动荷载增大,并联减压环组增幅最大;减压环的拉力曲线具有明显的脉冲特性,串联减压环组的脉冲效应更为突出,且靠近整体系统一侧的减压环变形较大,靠近固定端一侧的减压环变形较小,并联减压环组和单减压环的脉冲效应相近。提出考虑动力特性的减压环四折线力学模型,该模型能够较好的反映减压环的工作性能特点。基于该分析模型,给出不同试验工况下GS-8002型减压环性能指标的等代关系,便于实际工程中的设计与应用。 Break rings are important energy dissipation components in a flexible protective system,which plays a key role in energy dissipation and over-load protection for the system.The single break ring and the break rings groups of GS-8002 are conducted on quasi-static tests,on the dynamic tests based on weights,and on full-scale impact tests.And then the deformation and mechanical characteristics of the break rings in different test conditions are analyzed.It is shown that:under the influence of the dynamic load,the staring force increases,the parallel break rings group had the largest increase.The tensile strength curve of the break rings has obvious pulse characteristics.The series break rings group is more prominent.The deformation of break ring near the side of the whole system is relatively large,and which near the fixed end is small.The pulse characteristics of parallel break rings groups is similar to that of the single.Then a four-line mechanical model of the break ring considering the dynamic characteristics is proposed,which can better reflect the working performance characteristics of break rings.Based on those analysis models,the equivalent relation is developed between the performance indexes of GS-8002 in different test conditions,which is convenient for the design and application in pertinent practical engineering.
作者 齐欣 许浒 余志祥 赵雷 孟庆成 QI Xin;XU Hu;YU Zhi-xiang;ZHAO Lei;MENG Qing-cheng(School of Civil Engineering.Southwest Jiaotong University,Chengdu 610031,China;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu 610059,China;School of Civil Engineering and Architecture.Southwest Petroleum University,Chengdu 610500,China)
出处 《工程力学》 EI CSCD 北大核心 2018年第9期188-196,共9页 Engineering Mechanics
基金 国家自然科学基金面上项目(51678504) 地质灾害防治与地质环境保护国家重点实验室开放基金项目(SKLGP2016K013) 中央高校基本科研业务费专项资金资助项目(2682017CX006)
关键词 柔性拦截结构 减压环 试验研究 力学模型 等代关系 flexible protective system break ring test study mechanical model equivalent relation
  • 相关文献

参考文献1

二级参考文献24

  • 1JT/T528--2004公路边坡柔性防护系统构件[S].北京:人民交通出版社,2004.
  • 2李平.今年全国地质灾害灾情同比偏重[EB].中华人民共和国国土资源部,http://www.mlr.gov.cn/xwdt/jrxw/201305/t20130509_1211880.htm,2013-05-09.
  • 3Volkwein A,Gerber W.Stronger and lighter—evolution of flexible rockfall protection systems[R].In IABSE-IASS 2011 London Symposium Report:Taller,Longer,Lighter;IABSE:Zurich,Switzerland,2011.
  • 4EOTA,ETAG 27.Guideline for European technical approval of falling rock protection kits[S].European Organization for Technical Approvals,2012.
  • 5Gerber W.Guideline for the approval of rockfall protection kits.Environment in practice[R].Bern:Swiss Agency for the Environment,Forests and Landscape(SAEFL),Swiss Federal Research Institute WSL,2001.
  • 6Maegawa Koji,Tajima Tomonori,Iwasaki Masa.Weight impact tests on a simple and flexible rock-fence using a PE-net[J].Journal of Structural Engineering A,2005,51A(3):1615―1624.
  • 7Castro-Fresno D,Diaz J J D C,López L A,et al.Evaluation of the resistant capacity of cable nets using the finite element method and experimental validation[J].Engineering Geology,2008,100(1/2):1―10.
  • 8Priour,Daniel.Analysis of nets with hexagonal mesh using triangular elements[J].International Journal for Numerical Methods in Engineering,2003,56(12):1721―1733.
  • 9Arndt B,Ortiz T,Turner A K.Colorado’s full-scale field testing of rockfall attenuator systems[M].Colorado:The National Academies Press,2009.
  • 10Díaz J J D C,Nieto P J G,Castro-Fresno D,et al.Nonlinear explicit analysis and study of the behaviour of a new ring-type brake energy dissipator by FEM and experimental comparison[J].Applied Mathematics&Computation,2010,216(5):1571―1582.

共引文献22

同被引文献53

引证文献8

二级引证文献26

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