考虑轨道约束的高速铁路简支梁碰撞效应研究
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摘要
为研究轨道结构对简支梁桥碰撞效应的影响规律,以沪昆线上某4-32m简支箱梁为例,采用大质量法分析地震动的行波效应,用Kelvin单元分析桥梁碰撞,用非线性杆单元模拟梁轨接触,建立了考虑滑动支座摩阻力、桥墩弯矩曲率非线性和桩土共同作用的梁轨系统动力有限元模型,分析了一致激励和行波效应下考虑轨道约束的高速铁路简支梁桥碰撞效应,并对梁缝宽度、线路纵向阻力等设计参数进行了敏感性分析。结果表明:轨道结构对桥梁纵向位移起到了约束作用,可减弱甚至消除梁体间的碰撞效应;适当增加梁缝宽度,可大幅度减小梁体碰撞次数和撞击力;线路纵向阻力减弱时(如采用小阻力扣件时),梁体间的碰撞效应增强。
To study the law of impact of the track structure on the pounding effect of the high-speed railway simply-supported beam bridge,a 4-32 m span simply-supported box beam bridge on Shanghai-Kunming High-Speed Railway was cited as an example,the effect of the ground motion traveling waves was analyzed,using the large mass method,the pounding of the bridge beams was analyzed,using the Kelvin element and the contact between the beam and track was simulated,using the nonlinear link element.The dynamic finite element model for the beam and track system considering the frictional resistance of the slide bearings,the pier moment~curvature nonlinearity and the pile~soil interaction was established,the pounding effect of the simply-supported beam bridge considering the beam and track constraint under the uniform earthquake excitation and traveling wave effect was analyzed and the sensitivity analysis of the design parameters like the beam gap width and railway line longitudinal resistance was made as well.The results of the analysis show that the track structure plays the role in constraining the longitudinal displacement of the bridge and can weaken or even eliminate the pounding effect between the beams.The proper increase of the beam gap width can greatly reduce the pounding frequencies and pounding forces of the beams and when the longitudinal resistance of the railway line weakens(e.g.the little resistant fasteners are used),the pounding effect between the beams should be enhanced.
To study the law of impact of the track structure on the pounding effect of the high-speed railway simply-supported beam bridge,a 4-32 m span simply-supported box beam bridge on Shanghai-Kunming High-Speed Railway was cited as an example,the effect of the ground motion traveling waves was analyzed,using the large mass method,the pounding of the bridge beams was analyzed,using the Kelvin element and the contact between the beam and track was simulated,using the nonlinear link element.The dynamic finite element model for the beam and track system considering the frictional resistance of the slide bearings,the pier moment~curvature nonlinearity and the pile~soil interaction was established,the pounding effect of the simply-supported beam bridge considering the beam and track constraint under the uniform earthquake excitation and traveling wave effect was analyzed and the sensitivity analysis of the design parameters like the beam gap width and railway line longitudinal resistance was made as well.The results of the analysis show that the track structure plays the role in constraining the longitudinal displacement of the bridge and can weaken or even eliminate the pounding effect between the beams.The proper increase of the beam gap width can greatly reduce the pounding frequencies and pounding forces of the beams and when the longitudinal resistance of the railway line weakens(e.g.the little resistant fasteners are used),the pounding effect between the beams should be enhanced.
引文
[1]Liolios A,Hatzigeorgiou G,Radev S.Pounding Effects on the Earthquake Response of Adjacent Reinforced Concrete Structures Strengthened by Cable Elements[J].Journal of Theoretical and Applied Mechanics,2014,44(2):41-56.
[2]Rezavandi A,Moghadam A S.Experimental and Numerical Study on Pounding Effects and Mitigation Techniques for Adjacent Structures[J].Advances in Structural Engineering,2007,10(2):121-134.
[3]高玉峰.考虑碰撞效应的桥梁非线性地震反应特性研究(硕士学位论文)[D].成都:西南交通大学,2011.(GAO Yu-feng.Study of Nonlinear Seismic Response Characteristics of Bridge Considering Pounding Effect(Master Dissertation)[D].Chengdu:Southwest Jiaotong University,2011.in Chinese)
[4]禚一,李忠献,王菲.桥梁地震碰撞分析中不同接触单元模型的对比分析[J].工程力学,2014,31(3):11-17.(ZHUO Yi,LI Zhong-xian,WANG Fei.Comparative Analysis of Different Contact Element Models Used in Seismic Pounding Analysis of Bridges[J].Engineering Mechanics,2014,31(3):11-17.in Chinese).
[5]邓育林,雷凡,何雄君.地震作用下高墩桥梁横向碰撞效应研究[J].桥梁建设,2014,44(3):25-31.(DENG Yu-lin,LEI Fan,HE Xiong-jun.Study of Transverse Pounding Effect of High-Rise Pier RigidFrame Bridges Under Action of Earthquake[J].Bridge Construction,2014,44(3):25-31.in Chinese)
[6]严猛,魏贤奎,王平,等.大跨桥上无缝线路纵向地震响应研究[J].铁道学报,2014,36(5):96-102.(YAN Meng,WEI Xian-kui,WANG Ping,et al.Research on Longitudinal Seismic Response of Continuously Welded Rails on Long-Span Bridge[J].Journal of the China Railway Society,2014,36(5):96-102.in Chinese)
[7]Yan Bin,Dai Gonglian.Seismic Pounding and Protection Measures of Simply-Supported Beams Considering Interaction Between Continuously Welded Rail and Bridge[J].Structural Engineering International,2013,23(1):61-67.
[8]UIC Code 774-3R,Track/Bridge Interaction Recommendations for Calculations[S].
[9]闫斌,戴公连,魏标.考虑地震行波效应的高铁连续梁桥梁轨互制[J].振动与冲击,2014,33(5):87(YAN Bin,DAI Gong-lian,WEI Biao.Interaction between Beam and CWR on High-Speed Railway Continuous Beam Bridge Considering Seismic Traveling Wave[J].Journal of Vibration and Shock,2014,33(5):87-90.in Chinese)
[10]周国良,李小军,刘必灯,等.大质量法在多点激励分析中的应用误差分析与改进[J].工程力学,2011,28(1):48-54.(ZHOU Guo-liang,LI Xiao-jun,LIU Bi-deng,et al.Error Analysis and Improvement of Large Mass Method Used in Multi-Support Seismic Excitation Analysis[J].Engineering Mechanics,2011,28(1):48-54.in Chinese)
[11]TB 10015-2012,铁路无缝线路设计规范[S].(TB 10015-2012,Code for Design of Railway Continuous Welded Rail[S].)
[12]GB 50111-2006,铁路工程抗震设计规范[S].(GB 50111-2006,Code for Seismic Design of Railway Engineering[S].)
[2]Rezavandi A,Moghadam A S.Experimental and Numerical Study on Pounding Effects and Mitigation Techniques for Adjacent Structures[J].Advances in Structural Engineering,2007,10(2):121-134.
[3]高玉峰.考虑碰撞效应的桥梁非线性地震反应特性研究(硕士学位论文)[D].成都:西南交通大学,2011.(GAO Yu-feng.Study of Nonlinear Seismic Response Characteristics of Bridge Considering Pounding Effect(Master Dissertation)[D].Chengdu:Southwest Jiaotong University,2011.in Chinese)
[4]禚一,李忠献,王菲.桥梁地震碰撞分析中不同接触单元模型的对比分析[J].工程力学,2014,31(3):11-17.(ZHUO Yi,LI Zhong-xian,WANG Fei.Comparative Analysis of Different Contact Element Models Used in Seismic Pounding Analysis of Bridges[J].Engineering Mechanics,2014,31(3):11-17.in Chinese).
[5]邓育林,雷凡,何雄君.地震作用下高墩桥梁横向碰撞效应研究[J].桥梁建设,2014,44(3):25-31.(DENG Yu-lin,LEI Fan,HE Xiong-jun.Study of Transverse Pounding Effect of High-Rise Pier RigidFrame Bridges Under Action of Earthquake[J].Bridge Construction,2014,44(3):25-31.in Chinese)
[6]严猛,魏贤奎,王平,等.大跨桥上无缝线路纵向地震响应研究[J].铁道学报,2014,36(5):96-102.(YAN Meng,WEI Xian-kui,WANG Ping,et al.Research on Longitudinal Seismic Response of Continuously Welded Rails on Long-Span Bridge[J].Journal of the China Railway Society,2014,36(5):96-102.in Chinese)
[7]Yan Bin,Dai Gonglian.Seismic Pounding and Protection Measures of Simply-Supported Beams Considering Interaction Between Continuously Welded Rail and Bridge[J].Structural Engineering International,2013,23(1):61-67.
[8]UIC Code 774-3R,Track/Bridge Interaction Recommendations for Calculations[S].
[9]闫斌,戴公连,魏标.考虑地震行波效应的高铁连续梁桥梁轨互制[J].振动与冲击,2014,33(5):87(YAN Bin,DAI Gong-lian,WEI Biao.Interaction between Beam and CWR on High-Speed Railway Continuous Beam Bridge Considering Seismic Traveling Wave[J].Journal of Vibration and Shock,2014,33(5):87-90.in Chinese)
[10]周国良,李小军,刘必灯,等.大质量法在多点激励分析中的应用误差分析与改进[J].工程力学,2011,28(1):48-54.(ZHOU Guo-liang,LI Xiao-jun,LIU Bi-deng,et al.Error Analysis and Improvement of Large Mass Method Used in Multi-Support Seismic Excitation Analysis[J].Engineering Mechanics,2011,28(1):48-54.in Chinese)
[11]TB 10015-2012,铁路无缝线路设计规范[S].(TB 10015-2012,Code for Design of Railway Continuous Welded Rail[S].)
[12]GB 50111-2006,铁路工程抗震设计规范[S].(GB 50111-2006,Code for Seismic Design of Railway Engineering[S].)
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