Technical Papers
Aug 26, 2024

Fuzzy Dynamic Responses of Train–Bridge Coupled System Based on Information Entropy

Publication: Journal of Engineering Mechanics
Volume 150, Issue 11

Abstract

In the analysis of a train–bridge coupled system, fuzzy uncertainty is a factor that must be considered in the prediction of coupled vibration response, but it has not been considered so far. In this work, the concept of information entropy is used to unify the fuzzy uncertainty and random variables into the train–bridge coupled system, and the fuzzy random train–bridge coupled system is established. The fuzzy dynamic response of trains and bridges with fuzzy parameters of the bridge structures and the mass of the carriage were studied, and the mean and variance of the response quantities were calculated using the new point estimation method (NPEM). The combined effect of the fuzziness is considered and the fuzzy value of the system dynamics is obtained. The feasibility of applying this method to train–bridge problems was verified. The calculation results indicated that the maximum amplitude of the fuzzy vertical displacement of the bridge exceeded the conventional vertical displacement by 25.57%, and the maximum amplitude of the fuzzy vertical acceleration of the train exceeded the conventional vertical acceleration by 23.42%. Obviously, in this case, the traditional deterministic calculation method cannot comprehensively and accurately analyze the dynamic response of the train–bridge system. The method in this paper can provide theoretical guidance for evaluating the safety of bridge structures and running safety research in the future.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was funded by the Key R&D Projects of Hunan Province (No. 2024AQ2018), the 2023 Hunan Province Transportation Science and Technology Progress and Innovation Project (202305), the Henan Province Science and Technology Key Research Project (242102521034), the Hunan Provincial Natural Science Foundation Project (No. 2024JJ9067), the Key Scientific Research Project of Hunan Provincial Department of Education, Project (21A0073), the Taishan Program (tsqn202306278), the China Railway Corporation Limited Science and Technology Research and Development Program (2022-major-17), the Science and Technology Research and Development Program Project of China Railway Group Limited (2020-Key-02), and the Science and Technology Research and Development Program Project of China Railway Group Limited (Major special project, No. 2022-Special-09).

References

Contreras, H. 1980. “The stochastic finite-element method.” Comput. Struct. 12 (3): 341–348. https://doi.org/10.1016/0045-7949(80)90031-0.
De Luca, A., and S. Termini. 1974. “Entropy of L-fuzzy sets.” Inf. Control 24 (1): 55–73. https://doi.org/10.1016/S0019-9958(74)80023-9.
Haldar, A., and R. K. Reddy. 1992. “A random-fuzzy analysis of existing structures.” Fuzzy Sets Syst. 48 (2): 201–210. https://doi.org/10.1016/0165-0114(92)90334-Z.
Jiang, L., X. Liu, P. Xiang, and W. Zhou. 2019. “Train-bridge system dynamics analysis with uncertain parameters based on new point estimate method.” Eng. Struct. 199 (Nov): 109454. https://doi.org/10.1016/j.engstruct.2019.109454.
Kam, T.-Y., and C. B. Brown. 1984. “Subjective modification of aging stochastic systems.” J. Eng. Mech. 110 (5): 743–751. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:5(743).
Li, H.-B., and H.-Z. Huang. 2008. “Neurocomputing for fuzzy finite element analysis of structures based on fuzzy coefficient programming.” J. Multiple-Valued Logic Soft Comput. 14 (Feb): 191–204.
Li, J., J. Chen, W. Sun, and Y. Peng. 2012. “Advances of the probability density evolution method for nonlinear stochastic systems.” Probab. Eng. Mech. 28 (Apr): 132–142. https://doi.org/10.1016/j.probengmech.2011.08.019.
Li, Q., Z. Qiu, and X. Zhang. 2017. “Eigenvalue analysis of structures with interval parameters using the second-order Taylor series expansion and the DCA for QB.” Appl. Math. Modell. 49 (Sep): 680–690. https://doi.org/10.1016/j.apm.2017.02.041.
Liu, C.-H., and C. Qiu. 2000. “A method of solving the fuzzy finite element equations in monosource fuzzy numbers.” Appl. Math. Mech. 21 (11): 1272–1276. https://doi.org/10.1007/BF02459248.
Lv, Z., C. Chen, and W. Li. 2007. “Normal distribution fuzzy sets.” In Proc., 2nd Int. Conf. of Fuzzy Information and Engineering (ICFIE), 280–289. Berlin: Springer.
Lyu, Z., Y. Yang, and H. Xia. 2019. “Unknown-but-bounded uncertainty propagation in spacecraft structural system: Interval reduced basis method and its integrated framework.” Aerosp. Sci. Technol. 92 (Sep): 945–957. https://doi.org/10.1016/j.ast.2019.07.001.
Ma, J., J.-J. Chen, W. Gao, and T.-S. Zhai. 2006. “Non-stationary stochastic vibration analysis of fuzzy truss system.” Mech. Syst. Signal Process. 20 (8): 1853–1866. https://doi.org/10.1016/j.ymssp.2006.04.003.
Ma, J., W. Gao, P. Wriggers, T. Wu, and S. Sahraee. 2010. “The analyses of dynamic response and reliability of fuzzy-random truss under stationary stochastic excitation.” Comput. Mech. 45 (5): 443–455. https://doi.org/10.1007/s00466-009-0463-7.
Mao, J., Z. Yu, Y. Xiao, C. Jin, and Y. Bai. 2016. “Random dynamic analysis of a train-bridge coupled system involving random system parameters based on probability density evolution method.” Probab. Eng. Mech. 46 (Oct): 48–61. https://doi.org/10.1016/j.probengmech.2016.08.003.
Massa, F., B. Lallemand, T. Tison, and P. Level. 2004. “Fuzzy eigensolutions of mechanical structures.” Eng. Comput. 21 (1): 66–77. https://doi.org/10.1108/02644400410511846.
Möller, B., W. Graf, and M. Beer. 2000. “Fuzzy structural analysis using α-level optimization.” Comput. Mech. 26 (6): 547–565. https://doi.org/10.1007/s004660000204.
Pham, H.-A., and B.-D. Nguyen. 2024. “Fuzzy structural analysis using improved Jaya-based optimization approach.” Period. Polytech. Civ. Eng. 68 (1): 1–7. https://doi.org/10.3311/PPci.22818.
Qiu, Z., X. Wang, and M. I. Friswell. 2005. “Eigenvalue bounds of structures with uncertain-but-bounded parameters.” J. Sound Vib. 282 (1): 297–312. https://doi.org/10.1016/j.jsv.2004.02.051.
Shannon, C. E. 1948. “A mathematical theory of communication.” Bell Syst. Tech. J. 27 (3): 379–423. https://doi.org/10.1002/j.1538-7305.1948.tb01338.x.
Shinozuka, M. 1972. “Monte Carlo solution of structural dynamics.” Comput. Struct. 2 (5): 855–874. https://doi.org/10.1016/0045-7949(72)90043-0.
Su, H., J. Hu, and Z. Wen. 2012. “Structure analysis for concrete-faced rockfill dams based on information entropy theory and finite element method.” Int. J. Numer. Anal. Methods Geomech. 36 (8): 1041–1055. https://doi.org/10.1002/nag.1040.
Wang, Z., Q. Tian, and H. Hu. 2016. “Dynamics of spatial rigid–flexible multibody systems with uncertain interval parameters.” Nonlinear Dyn. 84 (2): 527–548. https://doi.org/10.1007/s11071-015-2504-4.
Wu, S. Q., and S. S. Law. 2010. “Dynamic analysis of bridge–vehicle system with uncertainties based on the finite element model.” Probab. Eng. Mech. 25 (4): 425–432. https://doi.org/10.1016/j.probengmech.2010.05.004.
Xiang, P., W. Huang, L. Jiang, D. Lu, X. Liu, and Q. Zhang. 2021. “Investigations on the influence of prestressed concrete creep on train-track-bridge system.” Constr. Build. Mater. 293 (Jul): 123504. https://doi.org/10.1016/j.conbuildmat.2021.123504.
Yang, L. F., Q. S. Li, A. Y. T. Leung, Y. L. Zhao, and G. Q. Li. 2002. “Fuzzy variational principle and its applications.” Eur. J. Mech. A. Solids 21 (6): 999–1018. https://doi.org/10.1016/S0997-7538(02)01254-8.
Yu, Z.-W., and J.-F. Mao. 2017. “Probability analysis of train-track-bridge interactions using a random wheel/rail contact model.” Eng. Struct. 144 (Aug): 120–138. https://doi.org/10.1016/j.engstruct.2017.04.038.
Zadeh, L. A. 1965. “Fuzzy sets.” Inf. Control 8 (3): 338–353. https://doi.org/10.1016/S0019-9958(65)90241-X.
Zeng, Q., and E. G. Dimitrakopoulos. 2017. “Derailment mechanism of trains running over bridges during strong earthquakes.” Procedia Eng. 199 (Jan): 2633–2638. https://doi.org/10.1016/j.proeng.2017.09.391.
Zhang, X., Z. Qiu, and Q. Li. 2015. “Fuzzy variational principle for modal analysis of structures and its application.” Finite Elem. Anal. Des. 100 (Aug): 54–64. https://doi.org/10.1016/j.finel.2015.03.001.
Zhang, X., X. Xie, S. Tang, H. Zhao, X. Shi, L. Wang, H. Wu, and P. Xiang. 2024a. “High-speed railway seismic response prediction using CNN-LSTM hybrid neural network.” J. Civ. Struct. Health Monit. 14 (5): 1–15. https://doi.org/10.1007/s13349-023-00758-6.
Zhang, X., X. Xie, L. Wang, G. Luo, H. Cui, H. Wu, X. Liu, D. Yang, H. Wang, and P. Xiang. 2024b. “Experimental study on CRTS III ballastless track based on quasi-distributed fiber Bragg grating monitoring.” Iran. J. Sci. Technol.-Trans. Civ. Eng. 48 (4): 1–15. https://doi.org/10.1007/s40996-023-01319-z.
Zhang, X., Z. Zheng, L. Wang, H. Cui, X. Xie, H. Wu, X. Liu, B. Gao, H. Wang, and P. Xiang. 2024c. “A quasi-distributed optic fiber sensing approach for interlayer performance analysis of ballastless Track-Type II plate.” Opt. Laser Technol. 170 (Mar): 110237. https://doi.org/10.1016/j.optlastec.2023.110237.
Zhao, H., B. Wei, L. Jiang, and P. Xiang. 2022. “Seismic running safety assessment for stochastic vibration of train–bridge coupled system.” Arch. Civ. Mech. Eng. 22 (4): 180. https://doi.org/10.1007/s43452-022-00451-3.
Zhao, Y.-G., and T. Ono. 2000. “New point estimates for probability moments.” J. Eng. Mech. 126 (4): 433–436. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:4(433).
Zhenyu, L., and C. Qiu. 2002. “A new approach to fuzzy finite element analysis.” Comput. Methods Appl. Mech. Eng. 191 (45): 5113–5118. https://doi.org/10.1016/S0045-7825(02)00240-2.
Zhou, Y. T., C. Jiang, and X. Han. 2006. “Interval and subinterval analysis methods of the structural analysis and their error estimations.” Int. J. Comput. Methods 3 (2): 229–244. https://doi.org/10.1142/S0219876206000771.
Zhu, X. Q., and S. S. Law. 2003. “Dynamic behavior of orthotropic rectangular plates under moving loads.” J. Eng. Mech. 129 (1): 79–87. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:1(79).

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 150Issue 11November 2024

History

Received: Jan 8, 2024
Accepted: Jun 12, 2024
Published online: Aug 26, 2024
Published in print: Nov 1, 2024
Discussion open until: Jan 26, 2025

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Professor, School of Civil Engineering, Central South Univ., Changsha 410018, China; Professor, School of Civil Engineering, Taishan Univ., Taian, Shandong 271000, China. ORCID: https://orcid.org/0000-0002-1636-4111. Email: [email protected]; [email protected]; [email protected]
Yingying Zeng [email protected]
Master’s Student, School of Civil Engineering, Central South Univ., Changsha 410018, China; Master’s Student, National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China. Email: [email protected]
Lizhong Jiang [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha 410018, China; Professor, National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410018, China. Email: [email protected]
Master’s Student, School of Civil Engineering, Central South Univ., Changsha 410018, China. Email: [email protected]
Master’s Student, School of Civil Engineering, Central South Univ., Changsha 410018, China. Email: [email protected]
Xiaochun Liu [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha 410018, China (corresponding author). Email: [email protected]

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