Specimen Information
Name: Mo and Wang 2000,C1-2
Type: Rectangular
Comments:
Reference: Mo, Y.L.; and Wang, S.J., "Seismic Behavior of RC Columns with Various Tie Configurations", Journal of Structural Engineering, ASCE, Vol. 126 No.10, October, 2000, pp. 1122-1130
Material Properties
Concrete Strength:26.7 (MPa)
Transverse Steel:Grade:
Yield Stress: 459.5 (MPa) Strength: 576.5 (MPa)
Longitudinal Steel:Grade:
Corner Yield Stress: 497 (MPa) Strength: 592 (MPa)
Intermediate Yield Stress: 497 (MPa) Strength: 592 (MPa)
Geometry
X-Section:Width: 400 (mm) Depth: 400 (mm)
Length: L-Inflection: 1,400 (mm) L-Measured: 1,400 (mm)
Test Configuration:Cantilever
Loading
Axial Load:675 (kN)
P-D:P Ram rotation decreases V
L-Top:0
L-Bottom:800
Longitudinal Reinforcement
Diameter:19 (mm) corner bars | 19 (mm) intermediate bars
Number of Bars:12
Perpendicular to Load:Clear cover: 34 (mm) Number of intermediate bars: 2
Parallel to Load:Clear cover: 34 (mm) Number of intermediate bars: 2
Reinforcement Ratio:0.0214
Transverse Reinforcement
Type:RJ: Rectangular ties with J-hooks
Number of Shear Legs:4
Region of Close Spacing:Bar Diameter: 6.3 (mm) Hoop Sets: 0 Hoop Spacing: 50 (mm)
Reinforcement Ratio:0
Non-Dimensional Properties
Span-to-Depth Ratio:3.5
Axial Load Ratio:0.158
Test Results
Failure Type:Flexure
Damage Observation:Concrete Crushing: 37 (mm)
Significant Concrete Spalling: 63 (mm)
Long Bar Buckling: 0 (mm)
Long Bar Fracture: 104 (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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