Chapter
Apr 26, 2012
Experimental and Analytical Forensic Investigation of Bridge Timber Piles under Eccentric Loads
Authors: Daniel J. Borello [email protected], Bassem Andrawes [email protected], Jerome F. Hajjar [email protected], and Scott M. Olson [email protected]Author Affiliations
Publication: Structures Congress 2010
Abstract
This study examines the structural behavior of bridge timber piles under eccentric compression loading. A collapsed rural concrete bridge supported on timber piles was used as a prototype in this study. Samples of the collapsed piles were retrieved and experimentally tested under compression and combined compression and flexure. The experimental timber pile response was used to calibrate an numerical model of the full timber piles of the prototype bridge, including material and geometric nonlinearity as well as soil-structure interaction. The numerical results illustrated that the pile strength was significantly reduced under eccentric load compared to concentric load. It was concluded that the effect of compression-flexure interaction on bridge timber piles must be checked during design, especially in the case of simply-supported superstructures where loading on one span may lead to eccentric loading on a timber pile group.
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Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge engineering
- Bridge failures
- Bridges
- Bridges (by material)
- Building materials
- Concrete bridges
- Disaster risk management
- Disasters and hazards
- Eccentric loads
- Engineering materials (by type)
- Engineering mechanics
- Failures (by type)
- Forensic engineering
- Foundations
- Geotechnical engineering
- Man-made disasters
- Materials engineering
- Pile foundations
- Piles
- Static loads
- Statics (mechanics)
- Structural behavior
- Structural engineering
- Wood and wood products
- Wood bridges
- Wood piles
Authors
Affiliations
Newmark Civil Engineering Laboratory, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, B112 Newmark Civil Engineering Lab, 205 North Matthews Ave, Urbana, IL, USA. E-mail: [email protected]
Newmark Civil Engineering Laboratory, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 3122 Newmark Civil Engineering Lab, 205 North Matthews Ave, Urbana, IL, USA. E-mail: [email protected]
Newmark Civil Engineering Laboratory, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 2129b Newmark Civil Engineering Lab, 205 North Matthews Ave, Urbana, IL, USA. E-mail: [email protected]
Newmark Civil Engineering Laboratory, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 2230d Newmark Civil Engineering Lab, 205 North Matthews Ave, Urbana, IL, USA. E-mail: [email protected]
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