Analysis on Vehicle-Bridge Coupling Vibration of FRP Deck and Steel Girders Bridge

Shi Hui Guo; Yin Zhang; Xin Feng Yin

doi:10.4028/www.scientific.net/AMM.361-363.1339

Paper Titles

Analysis the same Continuous Girder Bridge Based on Different Construction Methods
p.1319

Investigation on Closure Temperature of Long-Span Pre-Stressed Concrete Continuous Rigid-Frame Bridge
p.1325

Analysis on Vertical Dynamic Response of Simply-Supported Bridge Subjected to a Series of Moving Harmonic Loads
p.1329

A Simplified Linear Approach for Elastic Collision Analysis between the Fixed Middle Pier and the 2-Span Continuous Girder
p.1335

Analysis on Vehicle-Bridge Coupling Vibration of FRP Deck and Steel Girders Bridge
p.1339

Theoretical Study of the Spherical Bearing Rotational Torque
p.1344

Stability Impact Analysis of Random Dead Load Distribution to T-Rigid Frame Bridge Swivel Construction
p.1348

Assessment of Risks during Large-Span Steel Truss Arch Bridge Construction
p.1353

Research of Inservice Arch Bridge Superstructure Damage Status and Evaluation Index System
p.1358

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Analysis on Vehicle-Bridge Coupling Vibration of...

Analysis on Vehicle-Bridge Coupling Vibration of FRP Deck and Steel Girders Bridge

Abstract:

The FRP slab bridge in this paper is modeled using the finite-element method to predict its modal characteristics. The interaction between the vehicle and the bridge is simulated by using a 3D vehicle-bridge coupled model considering the roughness of the bridge road surface. The dynamic response of the bridge is obtained in the time domain by using an iterative procedure employed at each time step. The influences of vehicle velocity, vehicle rigidity, and bridge surface roughness are investigated.

You might also be interested in these eBooks

Sustainable Cities Development and Environment Protection

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1339-1343

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1339

Citation:

Cite this paper

Online since:

August 2013

Authors:

Shi Hui Guo*, Yin Zhang, Xin Feng Yin

Keywords:

FRP Deck, Steel Girders Bridge, Vehicle-Bridge Coupling System, Vibration

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Law SS, Zhu XQ. Bridge dynamic responses due to road surface roughness and braking of vehicle. Journal of Sound Vibration 2005; 282 (5): 805–830.

DOI: 10.1016/j.jsv.2004.03.032

Google Scholar

[2] Zhang Y, Cai CS, Shi XM. Vehicle induced dynamic performance of a FRP versus concrete slab bridge. ASCE Journal of Bridge Engineering 2006; 11(4): 410-419.

DOI: 10.1061/(asce)1084-0702(2006)11:4(410)

Google Scholar

[3] Yang YB, Yau JD, Wu YS. Vehicle-bridge interaction dynamics with applications to high-speed railways [M]. World scientific publishing Co. Pte. Ltd；(2004).

DOI: 10.1142/9789812567178

Google Scholar

[4] Zhu XQ, Law SS. Dynamic axle and wheel loads identification: laboratory studies. Journal of Sound and Vibration 2003; 268(5): 855–879.

DOI: 10.1016/s0022-460x(02)01557-2

Google Scholar

[5] Law SS, Bu JQ, Zhu XQ. Vehicle axle loads identification using finite element method. Journal of Engineering Structures 2004; 26(8): 1143-1153.

DOI: 10.1016/j.engstruct.2004.03.017

Google Scholar

[6] Huang, D. Z. Dynamic Analysis of Steel Curved Box Girder Bridges. Journal of Bridge Engineering, November/December 2001: 506-51.

DOI: 10.1061/(asce)1084-0702(2001)6:6(506)

Google Scholar

[7] ISO 8068: (1995). Mechanical Vibration –Road Surface Profiles-Reporting of Measured Data, 1995, TC108/SC2, ISO, Switzerland.

Google Scholar