Abstract
Researchers at the Ferguson Structural Engineering Laboratory successfully collapsed a 120-foot bridge with an intentionally fractured girder to study behavior and safety. It required three rounds of testing before the damaged bridge finally failed under an applied load of more than 360,000 pounds. The bridge, tested to determine its vulnerability to collapse following the fracture of a girder, withstood about 4.5 times the maximum legal truck load. Nearly 300 strain gauges and displacement transducers as well as recorded how the bridge reacted in this extremely damaged condition to incrementally increasing loads during the two rounds of testing. Wireless data acquisition modules were used to monitor the condition of cranes used to apply loads. This presentation is an overview of the methodology used to determine whether or not this design is fracture critical as is commonly assumed.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
American Association of State Highway Transportation Officials. (2004). AAHSTO LRFD Bridge Design Specifications. Washington, D.C.
Hovell, Catherine. (2007). “Evaluation of Redundancy in Trapezoidal Box-Girder Bridges Using Finite Element Analysis.” Masters Thesis, University of Texas at Austin.
Neuman, Bryce Jacob. (2009) “Evaluating the Redundancy of Steel Bridges: Full-Scale Destructive Testing of a Fracture Critical Twin Box-Girder Steel Bridge.” Masters Thesis, University of Texas at Austin.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2011 Springer Science+Businees Media, LLC
About this paper
Cite this paper
Veggeberg, K. (2011). Data Acquisition for a Bridge Collapse Test. In: Proulx, T. (eds) Structural Dynamics, Volume 3. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4419-9834-7_116
Download citation
DOI: https://doi.org/10.1007/978-1-4419-9834-7_116
Published:
Publisher Name: Springer, New York, NY
Print ISBN: 978-1-4419-9833-0
Online ISBN: 978-1-4419-9834-7
eBook Packages: EngineeringEngineering (R0)