Flexural Failure of Ice - What we have Learnt from Confederation Bridge
T.G. Brown
- Department of Civil Engineering,
Schulich School of Engineering, University
- f Calgary.
- IFN Engineering Ltd.
Flexural Failure of Ice - What we have Learnt from Confederation - - PowerPoint PPT Presentation
Flexural Failure of Ice - What we have Learnt from Confederation Bridge T.G. Brown - Department of Civil Engineering, Schulich School of Engineering, University of Calgary. - IFN Engineering Ltd. Outline Confederation Bridge and Ice
T.G. Brown
Schulich School of Engineering, University
Synthetic Aperture Radar Image of Ice in Northumberland Strait, 1988.
– Estimates ranged from 16 to 33 MN for unfactored 100-year design force!!
– Tilt response of piers, and – Acceleration response of piers
– Highly accurate – Dynamic sensitivity
– Response contaminated by structure response to ice and other dynamic load effects – Attenuation of tiltmeter signal at frequencies >2 Hz
– How to calibrate? – Measure pressures – View interactions
Biaxial Tiltmeter Accelerometers
0m 1.575m Each Panel 1m by 2m (Typ.) Cone Panels Tapered to Match Conical Surface
Sensor Locations +24.56m +3.20m 10.0 m. 4.0 m
52° 78°
Group 4 Spare Group 3 Sensor Locations +24.56m +3.20m 10.0 m. 4.0 m
52° 78°
Group 4 Spare Group 3
0.02 0.04 0.06 0.08 0.1 135 140 145 150 155 160
– Rubble piles and ride-up – Extent of both phenomena – Dynamics of rubble pile
– Circumferential distribution – Slope distribution
– Actual loads – Dynamics of loads