Specimen Information
Name: Galeota et al. 1996, CA4
Type: Rectangular
Comments:
Reference: Galeota, D.: Giammatteo, M.M.; Marino, R., "Seismic Resistance of High Strength Concrete Columns." Procedings of the Eleventh World Conference on Earthquake Engineering, Disc 3, Paper No. 1390, 1996.
Material Properties
Concrete Strength:80 (MPa)
Transverse Steel:Grade:
Yield Stress: 430 (MPa) Strength: 0 (MPa)
Longitudinal Steel:Grade:
Corner Yield Stress: 430 (MPa) Strength: 0 (MPa)
Intermediate Yield Stress: 430 (MPa) Strength: 0 (MPa)
Geometry
X-Section:Width: 250 (mm) Depth: 250 (mm)
Length: L-Inflection: 1,140 (mm) L-Measured: 1,140 (mm)
Test Configuration:Double Ended
Loading
Axial Load:1,500 (kN)
P-D:Shear provided
L-Top:0
L-Bottom:0
Longitudinal Reinforcement
Diameter:10 (mm) corner bars | 10 (mm) intermediate bars
Number of Bars:12
Perpendicular to Load:Clear cover: 30 (mm) Number of intermediate bars: 2
Parallel to Load:Clear cover: 30 (mm) Number of intermediate bars: 2
Reinforcement Ratio:0.0151
Transverse Reinforcement
Type:RI: Rectangular and interlocking ties
Number of Shear Legs:4
Region of Close Spacing:Bar Diameter: 8 (mm) Hoop Sets: 0 Hoop Spacing: 50 (mm)
Reinforcement Ratio:0.037
Non-Dimensional Properties
Span-to-Depth Ratio:4.56
Axial Load Ratio:0.3
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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