TECHNICAL PAPERS
Nov 1, 2008

Field Experiments and Numerical Models for the Condition Assessment of Historic Timber Bridges: Case Study

Publication: Journal of Bridge Engineering
Volume 13, Issue 6

Abstract

Covered wooden bridges and the principles of heavy timber framing by which they were built represent both a significant chapter in this country’s civil engineering heritage, and a subclass of bridges that are in immediate need of repair and rehabilitation. This work often falls on the shoulders of the municipalities who own the bridges or local consulting engineering companies, neither of which have the resources to perform state-of-the-art damage assessment analyses. This study presents two case studies in which a simplified approach to damage assessment is used. The writers explore the importance of proper condition assessments, including both field observations and load tests, to the creation of viable finite-element models that practicing engineers may use in their repair and rehabilitation of these unique structures. Experimental tests were performed on two covered bridges: Morgan Bridge in Belvidere, Vermont and Pine Grove Bridge, in Oxford, Pennsylvania, and comparisons were made to finite-element models created of those bridges. The combination of experimental and numerical tools led to the identification of several deteriorated components, including scarf joints, lapped brace joints, and retrofitted members within the bridges that may have otherwise gone undetected.

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Acknowledgments

The writers wish to thank the Historic American Engineering Record for supporting this work. The writers would also like to acknowledge the efforts of the late Jack Spangler as well as several undergraduate students from Johns Hopkins, whose help made the experimental portion of this study possible.

References

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Brungraber, R. L. (1985). “Traditional timber joinery: A modern analysis.” Ph.D. thesis, Dept. of Civil Engineering, Stanford Univ., Palo Alto, Calif.
Bulleit, W. M., Sandberg, L. B., Drewek, M. W., and O’Bryant, T. L. (1999). “Behavior and modeling of wood-pegged timber frames.” J. Struct. Eng., 125(1), 3–9.
Bulleit, W. M., Sandberg, L. B., O’Bryant, T. L., Weaver, D. A., and Pattison, W. E. (1996). “Analysis of frames with traditional timber connections.” Proc., 1996 Int. Wood Engineering Conf., Vol. 4, Omnipress, Madison, Wis., 232–239.
da Porto, F., and Gasparini, D. (2002a). “Eldean Bridge: Engineering report.” HAER Rep. No. OH-122, Historic American Engineering Record, National Park Service, Washington, D.C.
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Heisel, B., ed. (1989). World guide to covered bridges, National Society for the Preservation of Covered Bridges, Boston, Mass.
Lamar, D., and Schafer, B. (2002). “Pine Grove Bridge: Engineering report.” HAER Rep. No. PA-586, Historic American Engineering Record, National Park Service, Washington, D.C.
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Sangree, R. H. (2006). “Covered wooden bridges: An experimental and numerical investigation of system and component behavior.” Ph.D. thesis, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, Md.
Sangree, R. H., and Schafer, B. W. (2003a). “Contoocook Bridge: Experimental testing addendum to the engineering report.” HAER Rep. No. NH-38, Historic American Engineering Record, National Park Service, Washington, D.C.
Sangree, R. H., and Schafer, B. W. (2003b). “Morgan Bridge: Engineering report.” HAER Rep. No. VT-33, Historic American Engineering Record, National Park Service, Washington, D.C.
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Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 13Issue 6November 2008
Pages: 595 - 601

History

Received: Oct 31, 2006
Accepted: Feb 1, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

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Authors

Affiliations

R. H. Sangree, M.ASCE
P.E.
Postdoctoral Researcher, Dept. of Civil Engineering, Johns Hopkins Univ., 13 Latrobe Hall, Baltimore, MD 21218. E-mail: [email protected]
B. W. Schafer, M.ASCE
P.E.
Associate Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 203 Latrobe Hall, Baltimore, MD 21218. E-mail: [email protected]

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