nach oben

International Journal of Mechanics and Materials in Design

Erschienen in:

01.09.2022

Dynamic analysis of high-speed train moving on perforated Timoshenko and Euler–Bernoulli beams

verfasst von: Mehmet Akif Koç, Mustafa Eroğlu, İsmail Esen

Erschienen in: International Journal of Mechanics and Materials in Design | Ausgabe 4/2022

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

This study investigates the numerical simulation of the interaction between a high-speed train and perforated beams. The perforated bridge beam is modeled according to Timoshenko and Euler–Bernoulli beam theories with a uniform cross-section area. The high-speed dynamic model has been considered a 10-DOF multibody system. The equation of motion perforated bridge beam and high-speed train is obtained by Hamilton's principle. Then, some parameters of the perforated beam, such as different aspect ratios, the filling ratio, and the number of holes along the cross-section area, have been investigated. The frequency variation of the Timoshenko perforated beam has been evaluated according to the nondimensional parameter presented in the study, considering different filling and aspect ratios properties. Then, the mass comparison of the perforated beam with a fully solid beam has been conducted as a dynamical and statical comparison. With this method, the dynamic responses of perforated beams will be examined for the first time compared to the fully solid bridges used in previous studies in the literature. Per length mass of the perforated beam is less than the fully solid beam by the ratios of %41.51 and %30.07 in terms of dynamic and static behavior. Consequently, it has been observed that the perforated beam affects both bridge dynamic and high-speed train's dynamic.

Vorheriger Artikel An analytical model of blast resistance for all-metallic sandwich panels subjected to shallow-buried explosives

Nächster Artikel Mass loading effect on surface wave in piezoelectric–flexoelectric dielectric plate clamped on fiber-reinforced rigid base

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Abdelrahman, A.A., Ashry, M., Alshorbagy, A.E., Abdallah, W.S.: On the mechanical behavior of two directional symmetrical functionally graded beams under moving load. Int. J. Mech. Mater. Des. 17, 563–586 (2021a). https://doi.org/10.1007/s10999-021-09547-9CrossRef

Abdelrahman, A.A., Esen, I., Eltaher, M.A.: Vibration response of Timoshenko perforated microbeams under accelerating load and thermal environment. Appl. Math. Comput. 407, 126307 (2021b). https://doi.org/10.1016/j.amc.2021.126307MathSciNetCrossRefMATH

Abdelrahman, A.A., Esen, I., Özarpa, C., Eltaher, M.A.: Dynamics of perforated nanobeams subject to moving mass using the nonlocal strain gradient theory. Appl. Math. Model 96, 215–235 (2021c). https://doi.org/10.1016/j.apm.2021.03.008MathSciNetCrossRefMATH

Akin, J.E., Mofid, M.: Numerical solution for response of beams with moving mass. Manager 115, 1–2 (1989)

Dynamics Analysis of Timoshenko Perforated Microbeams under Moving Loads n.d.

Assie, A., Akbaş, D., Bashiri, A.H., Abdelrahman, A.A., Eltaher, M.A.: Vibration response of perforated thick beam under moving load. Eur. Phys. J. Plus 13 (2021). https://doi.org/10.1140/epjp/s13360-021-01224-2

Attia, M.A., Mahmoud, F.F.: Analysis of viscoelastic Bernoulli-Euler nanobeams incorporating nonlocal and microstructure effects. Int. J. Mech. Mater. Des. 13, 385–406 (2017). https://doi.org/10.1007/s10999-016-9343-4CrossRef

Biggs, J.M.: Introduction to structural dynamics (1964)

Chen, Z., Fang, H.: An alternative solution of train-track dynamic ınteraction. Shock Vib. 2019 (2019). https://doi.org/10.1155/2019/1859261

Cicirello, A.: On the response bounds of damaged Euler-Bernoulli beams with switching cracks under moving masses. Int. J. Solids Struct 172–173, 70–83 (2019). https://doi.org/10.1016/j.ijsolstr.2019.05.003CrossRef

Demirtaş, S., Ozturk, H.: Effects of the crack location on the dynamic response of multi-storey frame subjected to the passage of a high-speed train. J. Braz. Soc. Mech. Sci. Eng. 43, 1–13 (2021). https://doi.org/10.1007/s40430-020-02794-5CrossRef

Dugush, Y.A., Eisenberger, M.: Vibrations of non-uniform continuous beams under moving loads. J. Os Sound Vib. 254, 911–926 (2002). https://doi.org/10.1006/jsvi.2001.4135CrossRef

Eltaher, M.A., Kabeel, A.M., Almitani, K.H., Abdraboh, A.M.: Static bending and buckling of perforated nonlocal size-dependent nanobeams. Microsyst. Technol. 24, 4881–4893 (2018a). https://doi.org/10.1007/s00542-018-3905-3CrossRef

Eltaher, M.A., Abdraboh, A.M., Almitani, K.H.: Resonance frequencies of size dependent perforated nonlocal nanobeam. Microsyst. Technol. 24, 3925–3937 (2018b). https://doi.org/10.1007/s00542-018-3910-6CrossRef

Esen, I.: Response of a micro-capillary system exposed to a moving mass in magnetic field using nonlocal strain gradient theory. Int. J. Mech. Sci. 188, 105937 (2020). https://doi.org/10.1016/j.ijmecsci.2020.105937CrossRef

Froio, D., Rizzi, E., Simões, F.M.F., Pinto Da Costa, A.: Dynamics of a beam on a bilinear elastic foundation under harmonic moving load. Acta Mech. 229, 4141–4165 (2018). https://doi.org/10.1007/s00707-018-2213-4

Frýba, L.: Vibration of solids and structures under moving loads. Vib. Solids Struct. Mov. Loads (1999). https://doi.org/10.1680/vosasuml.35393CrossRefMATH

He, S., Fang, Z., Mosallam, A.S.: Push-out tests for perfobond strip connectors with UHPC grout in the joints of steel-concrete hybrid bridge girders. Eng. Struct. 135, 177–190 (2017). https://doi.org/10.1016/j.engstruct.2017.01.008CrossRef

Hirzinger, B., Adam, C., Salcher, P.: Dynamic response of a non-classically damped beam with general boundary conditions subjected to a moving mass-spring-damper system. Int. J. Mech. Sci. 185 (2020). https://doi.org/10.1016/j.ijmecsci.2020.105877

Hoang, T., Duhamel, D., Foret, G.: Dynamical response of a Timoshenko beams on periodical nonlinear supports subjected to moving forces. Eng. Struct 176, 673–680 (2018). https://doi.org/10.1016/j.engstruct.2018.09.028CrossRef

Karkon, M.: An efficient finite element formulation for bending, free vibration and stability analysis of Timoshenko beams. J. Braz. Soc. Mech. Sci. Eng. 40, 1–16 (2018). https://doi.org/10.1007/s40430-018-1413-0CrossRef

Khasawneh, F.A., Segalman, D.: Exact and numerically stable expressions for Euler-Bernoulli and Timoshenko beam modes. Appl. Acoust. 151, 215–228 (2019). https://doi.org/10.1016/j.apacoust.2019.03.015CrossRef

Koç, M.A., Esen, İ, Eroğlu, M., Çay, Y.: A new numerical method for analysing the interaction of a bridge structure and travelling cars due to multiple high-speed trains Mehmet Akif Koç Mustafa Ero ğ lu Yusuf Çay. Int. J. Heavy Veh. Syst. 28, 79–109 (2021)CrossRef

Koç, M.A.: Finite element and numerical vibration analysis of a Timoshenko and Euler-Bernoulli beams traversed by a moving high-speed train. J. Braz. Soc. Mech. Sci. Eng. 7 (2021). https://doi.org/10.1007/s40430-021-02835-7

Koç, M.A, Esen, İ.: Modelling and analysis of vehicle-structure-road coupled interaction considering structural flexibility, vehicle parameters and road roughness. J. Mech. Sci. Technol. 31 (2017). https://doi.org/10.1007/s12206-017-0403-y

König, P., Salcher, P., Adam, C., Hirzinger, B.: Dynamic analysis of railway bridges exposed to high-speed trains considering the vehicle–track–bridge–soil interaction. Acta Mech (2021). https://doi.org/10.1007/s00707-021-03079-1MathSciNetCrossRefMATH

Li, H., Yin, X.W., Wu, W.W.: Dynamic stiffness approach to vibration transmission within a beam structure carrying spring–mass systems. Int. J. Mech. Mater. Des. 16, 279–288 (2020). https://doi.org/10.1007/s10999-019-09474-wCrossRef

Liang, C., Liu, Y., Yang, F.: Flexural strengths of steel girder-concrete abutment connections incorporating the effect of perfobond connectors. Eng. Struct. 214, 110611 (2020). https://doi.org/10.1016/j.engstruct.2020.110611CrossRef

Liu, C., Wu, D., Li, Y., Du, Y.: Large-scale pavement roughness measurements with vehicle crowdsourced data using semi-supervised learning. Transp. Res. Part C Emerg. Technol. 125, 103048 (2021). https://doi.org/10.1016/j.trc.2021.103048CrossRef

Liu, C., Wu, D., Li, Y., Jiang, S., Du, Y.: Mathematical insights into the relationship between pavement roughness and vehicle vibration. Int. J. Pavement Eng. 23, 1935–1947 (2022). https://doi.org/10.1080/10298436.2020.1830092CrossRef

Lu, N., Wang, H., Wang, K., Liu, Y.: Maximum probabilistic and dynamic traffic load effects on short-to-medium span bridges. C Comput. Model Eng. Sci. 127, 345–60 (2021). https://doi.org/10.32604/cmes.2021.013792

Luschi, L., Pieri, F.: An analytical model for the determination of resonance frequencies of perforated beams. J. Micromech. Microeng. 24 (2014). https://doi.org/10.1088/0960-1317/24/5/055004

Martínez-Rodrigo, M.D., Andersson, A., Pacoste, C., Karoumi, R.: Resonance and cancellation phenomena in two-span continuous beams and its application to railway bridges. Eng. Struct. 222, 111103 (2020). https://doi.org/10.1016/j.engstruct.2020.111103CrossRef

Misaghi, S., Tirado, C., Nazarian, S., Carrasco, C.: Impact of pavement roughness and suspension systems on vehicle dynamic loads on flexible pavements. Transp. Eng. 3, 100045 (2021). https://doi.org/10.1016/j.treng.2021.100045CrossRef

Montenegro, P.A., Carvalho, H., Ribeiro, D., Calçada, R., Tokunaga, M., Tanabe, M., et al.: Assessment of train running safety on bridges: a literature review. Eng. Struct. 241, 112425 (2021). https://doi.org/10.1016/j.engstruct.2021.112425CrossRef

Nguyen, M.H., Hirano, Y., Nakajima, A., Fujikura, S., Niimura, R.: Experimental evaluation of the shear capacity of perfobond strips with steel fiber-reinforced mortar in narrow joint structures. Structures 28, 1173–1186 (2020). https://doi.org/10.1016/j.istruc.2020.09.059CrossRef

Pala, Y., Beycimen, S., Kahya, C.: Damped vibration analysis of cracked Timoshenko beams with restrained end conditions. J. Braz. Soc. Mech. Sci. Eng. 42, 1–16 (2020). https://doi.org/10.1007/s40430-020-02558-1CrossRef

Stanišić, M.M., Hardin, J.C.: On the response of beams to an arbitrary number of concentrated moving masses. J. Franklin Inst. 287, 115–123 (1969). https://doi.org/10.1016/0016-0032(69)90120-3CrossRef

Suzuki, A., Suzuki, K., Kimura, Y.: Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading. Eng. Struct. 248, 113240 (2021). https://doi.org/10.1016/j.engstruct.2021.113240CrossRef

Timoshenko S.: On the forced vibration of bridges. Philos. Mag. Ser. 80 (1921)

Ting, E.C., Genin, J., Ginsberg, J.H.: A general algorithm for moving mass problems. J. Sound Vib. 33, 49–58 (1974). https://doi.org/10.1016/S0022-460X(74)80072-6CrossRefMATH

Van Do, V.N., Ong, T.H., Thai, C.H.: Dynamic responses of Euler-Bernoulli beam subjected to moving vehicles using isogeometric approach. Appl. Math Model 51, 405–428 (2017). https://doi.org/10.1016/j.apm.2017.06.037MathSciNetCrossRefMATH

Wen, R.K.: Dynamic response of beams traversed by two-axle loads. J. Eng. Mech. Div. (1960) 86

Wu, J., Dai, C.: dynamic responses of multispan nonuniform beam due to moving loads. J. Struct. Eng. 113, 458–474 (1987). https://doi.org/10.1061/(asce)0733-9445(1987)113:3(458)CrossRef

Xu, L., Zhai, W.: A three-dimensional dynamic model for train-track interactions. Appl. Math Model 76, 443–465 (2019). https://doi.org/10.1016/j.apm.2019.04.037MathSciNetCrossRefMATH

Yang, J.P., Sun, J.Y.: Pitching effect of a three-mass vehicle model for analyzing vehicle-bridge interaction. Eng. Struct. 224, 111248 (2020). https://doi.org/10.1016/j.engstruct.2020.111248CrossRef

Yang, Y.B., Yau, J.D., Wu, Y.S.: Vehicle-Bridge Interaction Dynamics with Applications to High-Speed Railways. World Scientific Publishing Co., Pte. Ltd., Danvers (2004)CrossRef

Yu, H., Yang, Y., Yuan, Y.: Analytical solution for a finite Euler – Bernoulli beam with single discontinuity in section under arbitrary dynamic loads. Appl. Math. Model 60, 571–580 (2018). https://doi.org/10.1016/j.apm.2018.03.046MathSciNetCrossRefMATH

Zhai, W., Han, Z., Chen, Z., Ling, L., Zhu, S.: Train–track–bridge dynamic interaction: a state-of-the-art review. Veh. Syst. Dyn. 57, 984–1027 (2019). https://doi.org/10.1080/00423114.2019.1605085CrossRef

Zhang, H., Liu, Y., Deng, Y.: Temperature gradient modeling of a steel box-girder suspension bridge using Copulas probabilistic method and field monitoring. Adv. Struct. Eng. 24, 947–961 (2021). https://doi.org/10.1177/1369433220971779CrossRef

Zheng, S., Liu, Y., Yoda, T., Lin, W.: Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector. J. Constr. Steel Res. 117, 64–80 (2016). https://doi.org/10.1016/j.jcsr.2015.09.012CrossRef

Zhu, Q., Li, L., Chen, C.J., Liu, C.Z., Di, Hu.G.: A low-cost lateral active suspension system of the high-speed train for ride quality based on the resonant control method. IEEE Trans. Ind. Electron. 65, 4187–4196 (2018). https://doi.org/10.1109/TIE.2017.2767547CrossRef

Zou, Y., Zheng, K., Zhou, J., Zhang, Z., Li, X.: Mechanical behavior of perfobond connector group in steel–concrete joint of hybrid bridge. Structures 30, 925–936 (2021). https://doi.org/10.1016/j.istruc.2021.01.046CrossRef

Zuo, Y., Mosallam, A., Xin, H., Liu, Y., He, J.: Flexural performance of a hybrid GFRP-concrete bridge deck with composite T-shaped perforated rib connectors. Compos. Struct. 194, 263–278 (2018). https://doi.org/10.1016/j.compstruct.2018.03.105CrossRef

Titel: Dynamic analysis of high-speed train moving on perforated Timoshenko and Euler–Bernoulli beams
verfasst von: Mehmet Akif Koç
Mustafa Eroğlu
İsmail Esen
Publikationsdatum: 01.09.2022
Verlag: Springer Netherlands
Erschienen in: International Journal of Mechanics and Materials in Design / Ausgabe 4/2022
Print ISSN: 1569-1713
Elektronische ISSN: 1573-8841
DOI: https://doi.org/10.1007/s10999-022-09610-z

Premium Partner

Marktübersichten

Die im Laufe eines Jahres in der „adhäsion“ veröffentlichten Marktübersichten helfen Anwendern verschiedenster Branchen, sich einen gezielten Überblick über Lieferantenangebote zu verschaffen.

Zur Marktübersicht

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 4/2022

FE simulation and experimental study of tensile behavior and progressive failure of 3D stitched twill fabric reinforced aluminum matrix composites

Design and modelling methodology for a new magnetorheological damper featuring a multi-stage circumferential flow mode

Investigation of stability and synchronization properties of two oscillators in a solid–liquid coupling system

Fracture strength of Graphene at high temperatures: data driven investigations supported by MD and analytical approaches

Mass loading effect on surface wave in piezoelectric–flexoelectric dielectric plate clamped on fiber-reinforced rigid base

Modeling the temperature-dependent Young’s modulus of short fiber reinforced metal matrix composites and its particle hybrid composites

Premium Partner

Marktübersichten