Numerical Investigation of River Ice-Bridge Pier Interaction
Publication: Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Abstract
Rivers freeze in most North America areas in winter season. The thick ice sheets formed around bridge piers will not only change the constraint or boundary conditions of bridge structures, but also generate great forces on bridge piers under earthquake loading. The ice-pier interaction was deemed as the main reason that caused failure of bridges in South-central Alaska during the 1964 Great Alaska Earthquake. Figure 1 shows two examples of the damages occurred to the highway bridge piers. River ice increases the lateral constraint stiffness to bridge piers, hence reduces its free length and causes the formation of short piers. Short piers are notoriously known for their much weaker resistance to shear force than long piers. The interaction mechanism between ice sheet and bridge pier has to be understood in order to investigate its impact on the seismic performance of highway bridges in cold regions. This paper presents the interim results from the analysis of river ice-bridge pier interaction process.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Analysis (by type)
- Bridge engineering
- Bridges
- Bridges (by type)
- Cold regions engineering
- Engineering fundamentals
- Highway bridges
- Hydraulic engineering
- Hydraulic structures
- Ice
- Ice loads
- Methodology (by type)
- Numerical analysis
- Numerical methods
- Piers
- Ports and harbors
- River engineering
- Rivers and streams
- Structural engineering
- Water and water resources
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