Technical Papers
Nov 13, 2017

Vector Form Intrinsic Finite-Element Analysis for Train and Bridge Dynamic Interaction

Publication: Journal of Bridge Engineering
Volume 23, Issue 1

Abstract

A computationally efficient method is proposed for analyzing train and bridge dynamic interaction responses based on the vector form intrinsic finite-element method. The proposed method does not need to establish a large number of complicated dynamic coupling equations for the train and bridge, in contrast to the traditional finite-element method. A train with multiple cars traveling over a railway bridge with multiple spans was analyzed, and two computational models were considered: two-axle and coach models. The effects of rail irregularity and rail ballast were also considered. In the proposed method, the bridge is modeled as mass particles linked by a series of massless beam elements, and the train is simulated by mass particles. The motions of the mass particles are governed by Newton’s second law, and the central difference scheme is employed to solve the equation of motion for each mass particle. The fictitious reverse-motion procedure is employed to obtain the pure deformations of the massless beam elements, from which the internal forces exerted on the mass particles are evaluated. Assembly of the global stiffness matrix is avoided, and each mass-particle motion is calculated independently, which makes the proposed method easy and efficient. Compared with existing analytical and numerical methods, the proposed method provides simpler modeling of the dynamic interaction between the train and bridge and more efficient computation. Furthermore, the proposed method can yield very accurate results.

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Acknowledgments

This work was supported by the National Natural Science Foundation of China (51522811, 51478429, and 90915008), the Zhejiang Provincial Natural Science Foundation of China (LR13E080001), National Key R&D Program of China (2017YFC0806100), and the Fundamental Research Funds for the Central Universities (2015XZZX004-28).

References

Blejwas, T. E., Feng, C. C., and Ayre, R. S. (1979). “Dynamic interaction of moving vehicles and structures.” J. Sound Vib., 67(4), 513–521.
Duan, Y. F., et al. (2014). “Entire-process simulation of earthquake-induced collapse of a mockup cable-stayed bridge by vector form intrinsic finite element (VFIFE) method.” Adv. Struct. Eng., 17(3), 347–360.
Esmaeili, M., and Fatollahzadeh, A. (2013). “Effect of train live load on railway bridge abutments.” J. Bridge Eng., 576–583.
Frýba, L. (2001). “A rough assessment of railway bridges for high speed trains.” Eng. Struct., 23(5), 548–556.
Gu, G., and Franklin, F. J. (2010). “Application of the structural articulation method to dynamic impact loading of railway bridges—A case study.” Veh. Syst. Dyn., 48(10), 1097–1113.
Gu, G., Lilley, D. M., and Franklin, F. J. (2010). “A structural articulation method for assessing railway bridges subject to dynamic impact loading from track irregularities.” Veh. Syst. Dyn., 48(10), 1077–1095.
Gunmo, G. (2015). “Resonance in long-span railway bridges carrying TGV trains.” Comput. Struct., 152, 185–199.
Guo, W. H., and Xu, Y. L. (2001). “Fully computerized approach to study cable-stayed bridge-vehicle interaction.” J. Sound Vib., 248(4), 745–761.
Jin, Z., Pei, S., Li, X., and Qiang, S. (2016). “Vehicle-induced lateral vibration of railway bridges: An analytical-solution approach.” J. Bridge Eng., 04015038.
Ju, S.-H., Lin, H.-T., Hsueh, C.-C., and Wang, S.-L. (2006). “A simple finite element model for vibration analyses induced by moving vehicles.” Int. J. Numer. Methods Eng., 68(12), 1232–1256.
Kwark, J. W., Choi, E. S., Kim, Y. J., Kim, B. S., and Kim, S. I. (2004). “Dynamic behavior of two-span continuous concrete bridges under moving high-speed train.” Comput. Struct., 82(4–5), 463–474.
Lien, K. H., Chiou, Y. J., Wang, R. Z., and Hsiao, P. A. (2010). “Vector form intrinsic finite element analysis of nonlinear behavior of steel structures exposed to fire.” Eng. Struct., 32(1), 80–92.
Liu, K., Lombaert, G., and De Roeck, G. (2014). “Dynamic analysis of multispan viaducts with weak coupling between adjacent spans.” J. Bridge Eng., 83–90.
Shih, C., Wang, Y.-K., and Ting, E. C. (2004). “Fundamentals of a vector form intrinsic finite element: Part III. Convected material frame and examples.” J. Mech., 20(2), 133–143.
Timoshenko, S. P., Yougn, D. H., and Weaver, W., Jr., (1974). Vibration problems in engineering, 4th Ed., Wiley, New York.
Ting, E. C., Duan, Y. F., and Wu, T. Y. (2012). Vector mechanics of structure, Science Press, Beijing (in Chinese).
Ting, E. C., Shih, C., and Wang, Y.-K. (2004a). “Fundamentals of a vector form intrinsic finite element: Part I. Basic procedure and a plane frame.” J. Mech., 20(2), 113–122.
Ting, E. C., Shih, C., and Wang, Y.-K. (2004b). “Fundamentals of a vector form intrinsic finite element: Part II. Plane solid elements.” J. Mech., 20(2), 123–132.
Wang, C.-Y., Wang, R.-Z., Chuang, C.-C., and Wu, T.-Y. (2006). “Nonlinear dynamic analysis of reticulated space truss structures.” J. Mech., 22(3), 199–212.
Wang, R.-Z., Tsai, K.-C., and Lin, B.-Z. (2011). “Extremely large displacement dynamic analysis of elastic–plastic plane frames.” Earthquake Eng. Struct. Dyn., 40(13), 1515–1533.
Wu, T.-Y. (2011). “Nonlinear analysis of axi-symmetric solid using vector mechanics.” CMES, 82(2), 83–112.
Wu, T.-Y. (2013). “Dynamic nonlinear analysis of shell structures using a vector form intrinsic finite element.” Eng. Struct., 56, 2028–2040.
Wu, T.-Y., and Ting, E. C. (2008). “Large deflection analysis of 3D membrane structures by a 4-node quadrilateral intrinsic element.” Thin Walled Struct., 46(3), 261–275.
Xu, Y. L., Zhang, N., and Xia, H. (2004). “Vibration of coupled train and cable-stayed bridge systems in cross winds.” Eng. Struct., 26(10), 1389–1406.
Yang, F., and Fonder, G. A. (1996). “An iterative solution method for dynamic response of bridge–vehicles systems.” Earthquake Eng. Struct. Dyn., 25(2), 195–215.
Yang, S. C., and Hwang, S. H. (2016). “Train-track-bridge interaction by coupling direct stiffness method and mode superposition method.” J. Bridge Eng., 04016058.
Yang, Y.-B., Chang, C. H., and Yau, J. D. (1999). “An element for analysing vehicle-bridge systems considering vehicle’s pitching effect.” Int. J. Numer. Methods Eng., 46(7), 1031–1047.
Yang, Y.-B., and Wu, Y.-S. (2001). “A versatile element for analyzing vehicle-bridge interaction response.” Eng. Struct., 23(5), 452–469.
Yang, Y.-B., and Yau, J.-D. (1997). “Vehicle-bridge interaction element for dynamic analysis.” J. Struct. Eng., 1512–1518.
Yang, Y.-B., and Yau, J.-D. (2015). “Vertical and pitching resonance of train cars moving over a series of simple beams.” J. Sound Vib., 337, 135–149.
Yang, Y.-B., Yau, J.-D., and Hsu, L.-C. (1997). “Vibration of simple beams due to trains moving at high speeds.” Eng. Struct., 19(11), 936–944.
Yang, Y.-B., Yau, J.-D., and Wu, Y. S. (2004). Vehicle-bridge interaction dynamics, World Scientific, Singapore.
Zhang, N., and Xia, H. (2013). “Dynamic analysis of coupled vehicle–bridge system based on inter-system iteration method.” Comput. Struct, 114–115, 26–34.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 23Issue 1January 2018

History

Received: Mar 6, 2017
Accepted: Jul 24, 2017
Published online: Nov 13, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 13, 2018

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Authors

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Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310026, China. E-mail: [email protected]
Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310026, China. E-mail: [email protected]
Associate Researcher, National Center for Research on Earthquake Engineering, Taipei 106, Taiwan (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil Engineering, National Central Univ., Taoyuan County 320, Taiwan. E-mail: [email protected]
Master Student, Dept. of Civil Engineering, National Central Univ., Taoyuan County 320, Taiwan. E-mail: [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310026, China. E-mail: [email protected]

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