Specimen Information
Name: Saatcioglu and Ozcebe 1989, U3
Type: Rectangular
Comments:
Reference: Saatcioglu, Murat; and Ozcebe, Guney, "Response of Reinforced Concrete Columns to Simulated Seismic Loading," American Concrete Institute, ACI Structural Journal, January - February, 1989, pp. 3-12.
Material Properties
Concrete Strength:34.8 (MPa)
Transverse Steel:Grade:
Yield Stress: 470 (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: 350 (mm) Depth: 350 (mm)
Length: L-Inflection: 1,000 (mm) L-Measured: 1,000 (mm)
Test Configuration:Cantilever
Loading
Axial Load:600 (kN)
P-D:Shear provided
L-Top:0
L-Bottom:0
Longitudinal Reinforcement
Diameter:25 (mm) corner bars | 25 (mm) intermediate bars
Number of Bars:8
Perpendicular to Load:Clear cover: 22.5 (mm) Number of intermediate bars: 1
Parallel to Load:Clear cover: 22.5 (mm) Number of intermediate bars: 1
Reinforcement Ratio:0.0321
Transverse Reinforcement
Type:R: Rectangular ties (around perimeter)
Number of Shear Legs:2
Region of Close Spacing:Bar Diameter: 10 (mm) Hoop Sets: 0 Hoop Spacing: 75 (mm)
Region of Wide Spacing:Bar Diameter: 10 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm)
Reinforcement Ratio:0.017
Non-Dimensional Properties
Span-to-Depth Ratio:2.86
Axial Load Ratio:0.141
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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