Specimen Information
Name: Tanaka and Park 1990, No. 8
Type: Rectangular
Comments:
Reference: Tanaka, H.; and Park, R., "Effect of Lateral Confining Reinforcement on the Ductile Behavior of Reinforced Concrete Columns," Report 90-2, Department of Civil Engineering, University of Canterbury, June 1990, 458 pages.
Material Properties
Concrete Strength:32.1 (MPa)
Transverse Steel:Grade:
Yield Stress: 325 (MPa) Strength: 429 (MPa)
Longitudinal Steel:Grade: 380
Corner Yield Stress: 511 (MPa) Strength: 675 (MPa)
Intermediate Yield Stress: 511 (MPa) Strength: 675 (MPa)
Geometry
X-Section:Width: 550 (mm) Depth: 550 (mm)
Length: L-Inflection: 1,650 (mm) L-Measured: 1,650 (mm)
Test Configuration:Cantilever
Loading
Axial Load:2,913 (kN)
P-D:Shear provided
L-Top:0
L-Bottom:0
Longitudinal Reinforcement
Diameter:20 (mm) corner bars | 20 (mm) intermediate bars
Number of Bars:12
Perpendicular to Load:Clear cover: 40 (mm) Number of intermediate bars: 2
Parallel to Load:Clear cover: 40 (mm) Number of intermediate bars: 2
Reinforcement Ratio:0.0125
Transverse Reinforcement
Type:RU: Rectangular ties and U-bars
Number of Shear Legs:4
Region of Close Spacing:Bar Diameter: 12 (mm) Hoop Sets: 7 Hoop Spacing: 90 (mm)
Reinforcement Ratio:0.021
Non-Dimensional Properties
Span-to-Depth Ratio:3
Axial Load Ratio:0.3
Test Results
Failure Type:Flexure
Damage Observation:Concrete Crushing: 13 (mm)
Significant Concrete Spalling: 25 (mm)
Long Bar Buckling: 78 (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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