TECHNICAL PAPERS
Nov 1, 2006

Development and Implementation of a Continuous Strain Monitoring System on a Multi-Girder Composite Steel Bridge

Publication: Journal of Bridge Engineering
Volume 11, Issue 6

Abstract

This paper describes the implementation and evaluation of a long-term strain monitoring system on a three-span, multisteel girder composite bridge located on the interstate system. The bridge is part of a network of bridges that are currently being monitored in Connecticut. The three steel girders are simply supported, whereas the concrete slab is continuous over the interior supports. The bridge has been analyzed using the standard AASHTO Specifications and the analytical predictions have been compared with the field monitoring results. The study has included determination of the location of the neutral axes and the evaluation of the load distributions to the different girders when large trucks cross the bridge. A finite-element analysis of the bridge has been carried out to further study the distribution of live load stresses in the steel girders and to study how continuity of the slabs at the interior joints would influence the overall behavior. The results of the continuous data collection are being used to evaluate the influence of truck traffic on the bridge and to establish a baseline for long-term monitoring.

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Acknowledgments

This research is a joint effort between the University of Connecticut and the Connecticut Department of Transportation, with funding from the Connecticut Department of Transportation and the U.S. Federal Highway Administration. The contents do not necessarily reflect the official views or policies of the Federal Highway Administration or of the Connecticut Department of Transportation. The support of the Connecticut Transportation Institute, located at the University of Connecticut, is gratefully acknowledged.

References

AASHTO. (2004). AASHTO LRFD bridge design specification, 3rd Ed., Washington, D.C.
Barr, P. J., Eberhard, M. O., and Shanton, J. F. (2001). “Live-load distribution factors in prestressed concrete girder bridges.” J. Bridge Eng., 6(5), 298–306.
Chajes, M. J., and Shenton, H. W., III. (2005). “Using diagnostic load test for accurate load rating of typical bridges.” Proc., 2005 Structures Congress and the 2005 Forensic Engineering Symp., New York.
Chakraborty, S. (2005). “Structural health monitoring of highway bridges in Connecticut.” MS Thesis, Graduate School, Univ. of Connecticut, Storrs, Conn.
Chan, T. H. T., and Chan, J. H. F. (1999). “The use of eccentric beam elements in the analysis of slab-on-girder bridges.” Struct. Eng. Mech., 8(1), 85–102.
Chung, W., and Sotelino, E. D. (2005). “Nonlinear finite-element analysis of composite steel girder bridges.” J. Struct. Eng., 131(2), 304–313.
DeWolf, J. T., Culmo, M. P., and Lauzon, R. G. (1998). “Connecticut’s bridge infrastructure monitoring program for assessment.” J. Infrastruct. Syst., 4(2), 86–90.
Lengyel, T., and DeWolf, J. T. (2003). “Development and implementation of a continuous monitoring system on a concrete box-girder bridge in Connecticut.” Proc., 4th Int. Workshop on Structural Health Monitoring, Stanford Univ., Stanford, Calif., 262–269.
Wang, T. L., Liu, C., Huang, D., and Shahawy, M. (2005). “Truck loading and fatigue damage analysis for girder bridges based on weigh-in-motion data.” J. Bridge Eng., 10(1), 12–20.
Yakel, A. J., and Azizinamini, A. (2005). “Improved moment strength prediction of composite steel plate girders in positive bending.” J. Bridge Eng., 10(1), 28–38.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 11Issue 6November 2006
Pages: 753 - 762

History

Received: Feb 7, 2006
Accepted: May 23, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006

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Authors

Affiliations

Santanu Chakraborty
Graduate Research Assistant, School of Industrial Engineering, Purdue Univ., West Lafayette, IN 47907–1284; formerly, Graduate Research Student, Univ. of Connecticut, Storrs, CT 06268.
John T. DeWolf, F.ASCE
P.E.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06268.

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