Chapter
Jun 29, 2017
15th Biennial ASCE Conference on Engineering, Science, Construction, and Operations in Challenging Environments

Study of Dynamic and Static Response of an Old Truss Railroad Bridge

Publication: Earth and Space 2016: Engineering for Extreme Environments

ABSTRACT

The paper presents the response obtained from finite element model and field test of a railroad bridge under moving trains. The structure selected is the two-track through truss Devon Bridge in the busy Northeast Corridor at Milford, CT, U.S.A. Vertical displacement response, under various trains, along with the modal parameters (mode shapes and frequencies) of the bridge were obtained from FEM and field tests. The responses obtained from the FEM and field tests were compared and the FEM was refined. The result from this study is helpful in addressing the rising concerns over the safety of old steel truss railroad bridges, similar to the Devon Bridge, under moving passenger trains.

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ACKNOWLEDGMENT

The authors would like to express gratitude and appreciation for the financial support received for this study from the U.S. Department of Transportation (US DOT) Federal Railroad Administration (FRA) under the Rail Safety Innovations Deserving Exploratory Analysis (IDEA) Programs managed/administered by the Transportation Research Board (TRB) of the National Academies of Sciences, Engineering and Medicines (Rail Safety Project-25). The views expressed in this paper are those of the authors. The findings, conclusions or recommendations either inferred or specifically expressed herein do not necessarily indicate acceptance by the Academies or by US DOT FRA. The authors are also grateful for and acknowledge the financial (matching/cost share) and/or in-kind supports received from the Bentley Systems Inc., Connecticut Department of Transportation (CT DOT), MTA Metro-North Railroad, STRAAM group, Trans-Tek Inc., and the University of Connecticut.

REFERENCES

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Amtrak (2012). Amtrak Fleet Overview, Version 3.1, Amtrak, Washington, D.C.
Amtrak (2012). The Amtrak Vision for the Northeast Corridor, 2012 Update Report. National Railroad Passenger Corporation, Washington, D.C.
Bentley (2012). Technical Reference Manual, Bentley Systems, Exton, PA.
Calcada, R., Delgado R. and Matos, C. A. (2008). Bridges for High- Speed Railways, CRC Press, Boca Raton, FL.
CT DOT (2011). Connecticut Railroad Equipment Equivalent Cooper load Charts, Connecticut Department of Transportation Office of Rail. CT, Newington, 38.
Wiriyachai, A., Chu, K.H., and Garg, V.K. (1982). “Bridge impact due to wheel and track irregularities.” Journal of Engineering Mechanics. ASCE, 108(4), 648-666.
Yau, J.D, Yang, Y.B. (2004). “A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads.” Journal of Engineering Structures, 26(12), 1795-1807.
Fryba, L. (1996). Dynamics of Railway Bridges, Thomas Telford, London
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Information & Authors

Information

Published In

Go to Earth and Space 2016
Earth and Space 2016: Engineering for Extreme Environments
Pages: 1052 - 1062
Editors: Ramesh B. Malla, Ph.D., University of Connecticut, Juan H. Agui, Ph.D., NASA Glenn Research Center, and Paul J. van Susante, Ph.D, Michigan Technological University
ISBN (Online): 978-0-7844-7997-1

History

Published online: Jun 29, 2017

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Authors

Affiliations

Ramesh B. Malla, Ph.D., F.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269-3037. E-mail: [email protected] (Corresponding Author)
Surendra Baniya [email protected]
Graduate Assistant; Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269-3037. E-Mail: [email protected]
David Jacobs, P.E [email protected]
Graduate Assistant; Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269-3037. E-Mail: [email protected]

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