Tests for deformation of a simply supported beam bridge with CRTS II ballastless track subjected to dynamic loads

DAI Gonglian1,2WANG Meng1 LIU Wenshuo1,2

Journal of Vibration and Shock ›› 2018, Vol. 37 ›› Issue (7) : 102-108.

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Journal of Vibration and Shock ›› 2018, Vol. 37 ›› Issue (7) : 102-108.

Tests for deformation of a simply supported beam bridge with CRTS II ballastless track subjected to dynamic loads

  • DAI Gonglian1,2WANG Meng1  LIU Wenshuo1,2
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Abstract

In order to obtain deformation characteristics of a simply supported beam bridge with CRTS II ballastless track under dynamic loads, based on field tests, structural deformations of the track-bridge system were measured during CRH380A-001 train passing through a 32m long simply supported beam bridge with longitudinal continuous plate type ballastless track at the speed of 240 to 350 km/h. Through signals collecting on site and data analysis, vertical and transverse absolute displacements, horizontal break angle and beam-end rotary angle of the beam bridge structure, vertical and transverse relative displacements of the track structure and relative displacements of the pier beam were obtained. The resonance speed and dynamic coefficient of the bridge were studied. The results showed that under dynamic loads, the minimum vertical ratio of span to deflection of the beam is 54000, the minimum horizontal one is 150000, they are far larger than the minimum limit values in the code; the maximum values of the rotary angle at the beam-end and the beam horizontal break angle are 0.077‰ and 0.119‰, respectively, they are smaller than the limit values in the code; furthermore, the simply supported beam bridge with CRTS II ballastless track has the second-order vertical resonance velocity of 306km/h and the third-order transverse resonance velocity of 312km/h obtained with actual measurements, they agree well with the theoretical resonance velocities of 309km/h and 315km/h, respectively; the dynamic coefficient actually measured near the resonance velocity is bigger than the limit value of 1.084 in the code, its maximum value reaches 1.18.

Key words

simply supported bridge / CRTS II plate / dynamic loads / field test / structural deformation / dynamic coefficient

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DAI Gonglian1,2WANG Meng1 LIU Wenshuo1,2. Tests for deformation of a simply supported beam bridge with CRTS II ballastless track subjected to dynamic loads[J]. Journal of Vibration and Shock, 2018, 37(7): 102-108

References

[1]戴公连,龙绿军,刘文硕. 纵连板式无砟轨道简支梁桥动力响应试验研究[J]. 湖南大学学报(自然科学版),2016,(09):105-112.
DAI Gong-lian, LONG Lv-jun, LIU Wen-shuo. Experimental study on the dynamic response of continuous slab tracks and simply supported bridges [J]. Journal of Hunan University(Natural Sciences), 2016, (09):105-112.
[2]沈锐利,官快,房凯. 车桥耦合数值模拟桥梁冲击系数随机变量的概率分布[J]. 振动与冲击,2015,(18):123-128.
SHEN Rui-li, GUAN Kuai, FANG Kai. Probability distribution of random variables of impact coefficientin numerical simulation of vehicle-bridge coupled vibration[J]. Journal of Vibration and Shock, 2015,(18):123-128.
[3]刘钰,赵国堂,亓伟,等. 高速铁路桥上有砟-无砟轨道过渡段动力学研究[J]. 振动与冲击,2015,(09):76-81.
LIU Yu, ZHAO Guo-tang, QI Wei, et al. Dynamic analysis of ballasted-ballastiless track transition section on high speed railwaybridge[J]. Journal of Vibration and Shock, 2015,(09):76-81.
[4]杨宜谦,姚京川,孟鑫,等. 时速300~350km高速铁路桥梁动力性能试验研究[J]. 中国铁道科学,2013,(03):14-19.
Yang Yi-qian, Yao Jing-chuan, Meng Xin,et al. Experimental study on dynamic behaviors of bridges for 300~350km/h high speed railway [J]. China Railway Science, 2013, 34(3):14-18.
[5]刘鹏辉,姚京川,尹京,等. 时速200~250km高速铁路桥梁动力性能试验研究[J]. 土木工程学报,2013,(03):96-102.
Liu Peng-hui, Yao Jing-chuan, Yin Jing,et al. Experimental study on dynamic behaviors of 200~250km/h high speed railway bridges [J]. China Civil Engineering Journal, 2013, 46(3):97-102.
[6]欧阳冲,陈应波,谢伟平,等. 基于梁段单元法轨道连续箱梁的车桥耦合动力响应分析[J]. 振动与冲击,2016,(17):88-94.
OUYang-chong, CHEN Ying-bo, XIE Wei-ping, et al. Dynamic responses of a vehicle-bridge coupledrailway box girder system based on beam segment model [J]. Journal of Vibration and Shock, 2016,(17):88-94.
[7]冀伟,邓露,何维,等. 波形钢腹板PC简支箱梁桥局部与整体动力冲击系数的计算分析[J]. 振动与冲击,2017,(08):22-28.
JI Wei,DENG Lu, HE Wei, et al. Local and global impact factors analysis for PC box girder bridges with corrugated steel webs [J]. Journal of Vibration and Shock,2017, (08):22-28.
[8]沈锐利,强士中. 高速铁路桥梁竖向动力性能初步研究[J]. 四川建筑,1996,(02):18-20+32.
SHEN Rei-li, QIANG Shi-zhong. Studies on the vertical dynamic performance of high-speed railway bridge [J]. Sichuan Architectural, 1996, (02):18-20+32.
[9]胡所亭,牛斌,柯在田,等. 高速铁路常用跨度简支箱梁优化研究[J]. 中国铁道科学,2013,(01):15-21.
HU Suo-ting, NIU Bin,KE Zai-tian, et al. Study on the optimization of standard span length simply supported box girder for high-speed railway [J]. China Railway Science, 2013, (01):15-21.
[10]松浦章夫.高速鉄道における車両と橋桁の動的挙動に関する研究[J].土木学会論文集, 1976, 256(12):35-47.
MATSUURA A. Study of dynamic behaviors of bridge girders for high-speed railway [J].Journal of JSCE, 1976, 256(12):35-47. (in Japanese)
[11]Ishibashi, T. and Nagata, H.: “Impact Factor of Concrete Bridges (Shinkansen),” Structure Design Material, No.68, pp.3-7, 1981.
[12] Fujio Machida, Akio Matsuura, “Dynamic response of concrete railway bridges”, IABSE Proceedings, P-60/83.
[13]TB10621-2009, 高速铁路设计规范[S]. 北京: 中国铁道出版社, 2014.
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