Technical Papers
May 16, 2013

Pedestrian Bridge Collapse and Failure Analysis in Giles County, Virginia

Publication: Journal of Performance of Constructed Facilities
Volume 28, Issue 4

Abstract

A pedestrian suspension bridge over Walker Creek near Route 749 in Giles County, Virginia, partially collapsed in October of 2008, causing 10 people to fall into the creek below. The failure occurred when one of the anchors holding a suspension cable fractured. This paper presents the investigation of the failure, including a structural analysis of the bridge to determine cable forces, material property testing of the fractured anchor, laboratory testing of a different anchor from the bridge, and a simple strength evaluation of the anchor under combined axial force and moment. Based on the results of the study, it was concluded that the anchor should not have failed carrying the loads on the bridge on the day of failure. The anchor failed in brittle fracture because of a local defect in the material at the perimeter of a corrosion pit on the surface of the anchor hook. The structural analysis and laboratory testing indicated that the material around the defect was at yield before fracture initiation. The material flaws significantly influenced the bridge failure after yielding and inelastic deformation of the anchor material at the inside of the hook radius occurred.

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Acknowledgments

The methods, findings, and data presented in this publication are those of the authors and investigators and not necessarily those of the State of Virginia Department of Transportation.

References

ASTM. (2007). “Standard specification for anchor bolts, steel, 36, 55, and 105-ksi yield strength.” F1554-07a, West Conshohocken, PA.
Bapat, A. V., Cousins, T. E., Dymond, B. Z., and Roberts-Wollmann, C. L. (2009). “Giles County, VA pedestrian bridge collapse and failure analysis.” Final Contract Rep., Virginia Transportation Research Council (VTRC), Charlottesville, VA. 〈http://virginiadot.org/news/resources/Statewide/GilesCountyFailureAnalysisReport.pdf〉 (Jan. 31, 2013).
Barsom, J. M., and Rolfe, S. T. (1987). Fracture and fatigue control in structures, 2nd Ed., Prentice Hall, Upper Saddle River, NJ.
Boresi, A. P., and Schmidt, R. J. (2003). Advanced mechanics of materials, 6th Ed., Wiley, Hoboken, NJ.
Hibbeler, R. C. (2002). Structural analysis, 5th Ed., Prentice Hall, Upper Saddle River, NJ.
Virginia Dept. of Transportation (VDOT). (2007). “Structure inspection report 0359000-000000000008509.” Structure and Bridge Division, Central Office, Richmond, VA.
Wright, W. J. (2012). “Steel bridge design handbook: Bridge steels and their mechanical properties.”, Henningson, Durham, and Richardson (HDR) Engineering, Pittsburgh, PA, 49.

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Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 28Issue 4August 2014

History

Received: Dec 4, 2012
Accepted: May 14, 2013
Published online: May 16, 2013
Published in print: Aug 1, 2014
Discussion open until: Oct 12, 2014

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Authors

Affiliations

Benjamin Z. Dymond [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455 (corresponding author). E-mail: [email protected]
Carin L. Roberts-Wollmann
Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.
William J. Wright
Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.
Thomas E. Cousins
Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.
Amey V. Bapat
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

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