Paper Titles
Preface and Committee
Experimental Modal Analysis of the Footbridge across Vltava River in Prague Damaged by Flood in June 2013
p.3
Human-Induced Vertical Vibration of the Footbridge across Opatovicka Street
p.7
Long-Term Monitoring of a Composite Steel-Concrete Bridge on the Prague Ring Road
p.13
Dynamic Deflection of a Bridge versus Speed of Vehicle Motion
p.19
Moving Load Effect of a Truck on Concrete Pavements
p.24
Dynamic Load of Vehicle on Asphalt Pavement
p.29
Applications of Integral Transforms in Solving Problems of Dynamic Interaction in the Vehicle-Roadway System
p.34
The Comparison between the Applications of Different Types of Boundary Conditions that are Used in the Dynamic Simulation of the Tests of Pavements
p.40

Dynamic Deflection of a Bridge versus Speed of Vehicle Motion

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Abstract:

The vehicle-bridge interaction (VBI) is the actual problem of many work places. The mid-span deflection of a bridge versus speed vehicle motion is interested from a practical point of view. Within the solution of the task the numerical methods based on Finite Element Method (FEM) are applied mainly. The task of VBI described in the submitted article is solved by using commercial software ANSYS. The 2-D sprung model of vehicle is modeled as combination of mass, spring and beam elements. The bridge with the mid-range is modeled by simple beam created with beam elements.

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Info:

Periodical:

Applied Mechanics and Materials (Volume 617)

Pages:

19-23

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.617.19

Citation:

Cite this paper

Online since:

August 2014

Authors:

Ľuboš Daniel*

Keywords:

ANSYS, Bridge Model, Dynamic Analysis, Numerical Analysis, Vehicle Model, Vibration

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Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

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References

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