Mapping vertical bridge deformations to track geometry for high-speed railway |
Gou, Hongye
(Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University)
Ran, Zhiwen (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) Yang, Longcheng (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) Bao, Yi (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) Pu, Qianhui (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) |
1 | Hu, N., Dai, G.L., Yan, B. and Liu, K. (2014), "Recent development of design and construction of medium and long span high-speed railway bridges in China", Eng. Struct., 74, 233-241. https://doi.org/10.1016/j.engstruct.2014.05.052 DOI |
2 | Hu, X.K., Xie, X., Tang, Z.Z., Shen, Y.G., Wu, P. and Song, L.F. (2015), "Case study on stability performance of asymmetric steel arch bridge with inclined arch ribs", Steel Compos. Struct., Int. J., 18(1), 273-288. https://doi.org/10.12989/scs.2015.18.1.273 DOI |
3 | Indraratna, B., Ngo, N.T., Rujikiatkamjorn, C. and Vinod, J.S. (2014), "Behaviour of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation", Int. J. Geomech., 14 (1), 34-44. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000264 DOI |
4 | Ju, S.H. (2013), "3D analysis of high-speed trains moving on bridges with foundation settlements", Arch Appl. Mech., 83(2), 281-291. https://doi.org/10.1007/s00419-012-0653-1 DOI |
5 | Ju, S.H, Leong, C.C. and Ho, Y.S. (2014), "Safety of maglev trains moving on bridges subject to foundation settlements and earthquakes", J. Bridge Eng., 19(1), 91-100. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000506 DOI |
6 | Lu, M. and McDowell, G.R. (2010), "Discrete element modeling of railway ballast under monotonic and cyclic triaxial loading", Geotechnique, 60(6), 459-467. DOI |
7 | Rocha, J.M., Henriques, A.A. and Calcada, R. (2014), "Probabilistic safety assessment of a short span high-speed railway bridge", Eng. Struct., 71, 99-111. https://doi.org/10.1016/j.engstruct.2014.04.018 DOI |
8 | Rocha, J.M., Henriques, A.A., Calcada, R. and Ronnquist, A. (2015), "Efficient methodology for the probabilistic safety assessment of high-speed railway bridges", Eng. Struct., 101, 138-149. https://doi.org/10.1016/j.engstruct.2015.07.020 DOI |
9 | Ruge, P. and Birk, C. (2007), "Longitudinal forces in continuously welded rails on bridge decks due to nonlinear track-bridge interaction", Comput. Struct., 85(7), 458-475. https://doi.org/10.1016/j.compstruc.2006.09.008 DOI |
10 | Ruge, P., Widarda, D.R., Schmazlin, G. and Bagayoko, L. (2009), "Longitudinal track-bridge interaction due to sudden change of coupling interface", Comput. Struct., 87(1), 47-58. https://doi.org/10.1016/j.compstruc.2008.08.012 DOI |
11 | Salcher, P., Pradlwarter, H. and Adam, C. (2016), "Reliability assessment of railway bridges subjected to high-speed trains considering the effects of seasonal temperature changes", Eng. Struct., 126, 712-724. https://doi.org/10.1016/j.engstruct.2016.08.017 DOI |
12 | Wei, Y.H. (2012), "Research on girder end displacement relevant problems for high-speed railway ballastless track bridge", China Academy of Railway Sciences, Beijing, China. [In Chinese] |
13 | Shao, J.W., Zhao, D.X., Shu, L. and Shirley, J.D. (2016), "Safety and stability of light-rail train running on multispan bridges with deformation", J. Bridge Eng., 21(9), 06016004. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000920 DOI |
14 | Sun, F.G. and Ren, L.N. (2009), "The operator solution of the fourth-order linear differential equation with varied coefficient", J. Xi'an Polytechnic Univ., 23(6), 142-146. [In Chinese] |
15 | Tutumluer, E., Qian, Y., Hashash, Y., Ghaboussi, J. and Davis, D.D. (2013), "Discrete element modelling of ballasted track deformation behavior", Int. J. Rail Transport., 1(1-2), 57-73. https://doi.org/10.1080/23248378.2013.788361 DOI |
16 | Vega, J., Fraile, A., Alarcon, E. and Hermanns, L. (2012), "Dynamic response of underpasses for high-speed train lines", J. Sound Vib., 331(23), 5125-5140. https://doi.org/10.1016/j.jsv.2012.07.005 DOI |
17 | Wang, P., Xu, J.H., Wang, L. and Chen, R. (2014), "Effect of track stiffness on frequency response of vehicle-track coupling system", J. Railway Eng. Soc., 31(9), 46-52. [In Chinese] |
18 | Xu, Y.L., Qian, Y., Song, G.B. and Guo, K.M. (2015), "Damage detection using finite element model updating with an improved optimization algorithm", Steel Compos. Struct., Int. J., 19(1), 191-208. https://doi.org/10.12989/scs.2015.19.1.191 DOI |
19 | Yang, S.C. and Jang, S.Y. (2016), "Track-bridge interaction analysis using interface elements adaptive to various loading cases", J. Bridge. Eng., 21(9), 04016056. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000916 DOI |
20 | Yang, H., Chen, Z., Zhang, H. and Fan, J. (2014), "Dynamic analysis of train-rail-bridge interaction considering concrete creep of a multi-span simply supported bridge", Adv. Struct. Eng., 17(5), 709-720. https://doi.org/10.1260/1369-4332.17.5.709 DOI |
21 | Yau, J.D. (2009a), "Response of a maglev vehicle moving on a series of guideways with differential settlement", J. Sound Vib., 324(3), 816-831. https://doi.org/10.1016/j.jsv.2009.02.031 DOI |
22 | Yau, J.D. (2009b), "Response of a train moving on multi-span railway bridges undergoing ground settlement", Eng. Struct., 31(9), 2115-2122. https://doi.org/10.1016/j.engstruct.2009.03.019 DOI |
23 | Zhang, J., Wu, D.J. and Li, Q. (2015), "Loading-history-based track-bridge interaction analysis with experimental fastener resistance", Eng. Struct., 83, 62-73. https://doi.org/10.1016/j.engstruct.2014.11.002 DOI |
24 | Gou, H.Y., Long, H., Bao, Y., Chen, G.D., Pu, Q.H. and Kang, R. (2018b), "Experimental and numerical studies on stress distributions in girder-arch-pier connections of long-span continuous rigid frame arch railway bridge", J. Bridge Eng., 23(7), 04018039. https://doi.org/10.1177/0954409718766929 DOI |
25 | Chen, Z.W., Sun, Y. and Zhai, W.M. (2014), "Mapping relationship between pier settlement and rail deformation of high-speed railways-part (I): The unit slab track system", Sci. China: Tech. Sci., 44(7), 770-777. [In Chinese] https://doi.org/10.1360/N092014-00105 |
26 | Dimitrakopoulos, E.G. and Zeng, Q. (2015), "A three-dimensional dynamic analysis scheme for the interaction between trains and curved railway bridges", Comput. Struct., 149, 43-60. https://doi.org/10.1016/j.compstruc.2014.12.002 DOI |
27 | Domenech, A., Museros, P. and Martinez-Rodrigoa, M.D. (2014), "Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic", Eng. Struct., 72, 123-139. https://doi.org/10.1016/j.engstruct.2014.04.037 DOI |
28 | Zhou, S.B., Zhang, Y.H., Zhang, G.Z., Shi, L.B. and Wang, W.J. (2017), "Friction and wear test of high speed wheel materials and U71MnG rail material", Railway Eng., 57(9), 128-131. [In Chinese] |
29 | Ferellec, J.F. and McDowell, G.R. (2010), "A method to model realistic particle shape and inertia in DEM", Granul. Matter, 12(5), 459-467. https://doi.org/10.1007/s10035-010-0205-8 DOI |
30 | Gou, H.Y., He, Y.N., Zhou, W., Bao, Y. and Chen, G.D. (2018a), "Experimental and numerical investigations of the dynamic responses of an asymmetrical arch railway bridge", P. I. Mech. Eng. F-J. RAI., 232(9), 2309-2323. |
31 | Gou, H.Y., Long, H., Bao, Y., Chen, G.D. and Pu, Q.H. (2019a), "Dynamic behavior of hybrid framed arch railway bridge under moving trains", Struct. Infrastruct. Eng. https://doi.org/10.1080/15732479.2019.1594314 |
32 | Gou H.Y., Wang, W., Shi, X.Y., Pu, Q.H. and Kang, R. (2018c), "Behavior of steel-concrete composite cable anchorage system", Steel Compos. Struct., Int. J., 26(1), 115-123. https://doi.org/10.12989/scs.2018.26.1.115 |
33 | Gou, H.Y., Zhou, W., Chen, G.D., Bao, Y. and Pu, Q.H. (2018d), "In-situ test and dynamic analysis of a double-deck tied-arch bridge", Steel Compos. Struct., Int. J., 27(1), 161-175. https://doi.org/10.12989/scs.2018.27.2.161 |
34 | Gou, H.Y., Yang, L.C., Leng, D., Bao, Y. and Pu, Q.H. (2018e), "Effect of bridge lateral deformation on track geometry of high-speed railway", Steel Compos. Struct., Int. J., 29(2), 219-229. https://doi.org/10.12989/scs.2018.29.2.219 |
35 | Gou, H.Y., Yang, L.C., Mo Z.X., Guo, W., Shi, X.Y. and Bao, Y. (2019b), "Effect of long-term bridge deformations on safe operation of high-speed railway and vibration of vehicle-bridge coupled system", Int. J. Struct. Stab. Dyn. https://doi.org/10.1142/S0219455419501116 |
36 | Hakim, S.J. and Razak, H.A. (2013), "Structural damage detection of steel bridge girder using artificial neural networks and finite element models", Steel Compos. Struct, Int. J.., 14(4), 367-377. https://doi.org/10.12989/scs.2013.14.4.367 DOI |
37 | Guo, Y., Gao, J.M., Sun, Y. and Zhai, W.M. (2017), "Mapping Relationship between Rail Deflection of Slab Track and Subgrade Settlement", J. Southwest Jiaotong Univ., 52(6), 1139-1147. [In Chinese] |