Specimen Information
Name: Hamilton, 2002, UCI1
Type: Spiral
Comments: Cross-section D
Reference: Hamilton, C.H., Pardoen, G.C., Kazanjy, R.P., "Experimental Testing of Bridge Columns Subjected to Reversed-Cyclic and Pulse-type Loading Histories," Report 2001-03, Civil Engineering Technical Report Series, University of California, Irvine, 2002
Material Properties
Concrete Strength:36.5 (MPa)
Transverse Steel:Yield Stress: 691.5 (MPa)
Longitudinal Steel:Yield Stress: 458.5 (MPa) Strength: 646 (MPa)
Geometry
Diameter: 406.4 (mm) Cross-Section: Circular
Length: L-Inflection: 1,854.2 (mm) L-Measured: 1,854.2 (mm)
Test Configuration:Cantilever
Loading
Axial Load:0 (kN)
P-D:Feff provided
L-Bottom:419.1
Longitudinal Reinforcement
Diameter:12.7 (mm)
Number of Bars:12
Reinforcement Ratio:0.0117
Transverse Reinforcement
Diameter Spiral:4.5 (mm)
Hoop Spacing, Sv:31.8 (mm)
Cover to Center of Hoop Bar:15 (mm)
Reinforcement Ratio:0.53
Non-Dimensional Properties
Span-to-Depth Ratio:4.56
Axial Load Ratio:0
Test Results
Failure Type:Flexure
Damage Observation:Concrete Crushing: 0 (mm)
Significant Concrete Spalling: 0 (mm)
Long Bar Buckling: 0 (mm)
Long Bar Fracture: 0 (mm)
Spiral Fracture: 0 (mm)
Loss of Axial Load Capacity: 0 (mm)
Resources:Force Displacement Data (data)
Record Information
Version:1 (April 8, 2003)
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