Specimen Information
Name: Hamilton, 2002, UCI6
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:35.6 (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)
The Structural Performance Database is a project of the Pacific Earthquake Engineering Research Center, funded by the National Science Foundation. Contact Marc Eberhard at the University of Washington with questions or comments. Report technical problems to the server administrator. Copyright 2003.