Specimen Information
Name: Ang et al. 1985, No. 10
Type: Spiral
Comments: Flexible base
Reference: Ang Beng Ghee; Priestley, M.J.N.; and Paulay, T., "Seismic Shear Strength of Circular Reinforced Concrete Columns," ACI Structural Journal, January-February 1989, pp. 45-59.
Material Properties
Concrete Strength:31.2 (MPa)
Transverse Steel:Yield Stress: 332 (MPa)
Longitudinal Steel:Yield Stress: 448 (MPa) Strength: 693 (MPa)
Geometry
Diameter: 400 (mm) Cross-Section: Circular
Length: L-Inflection: 800 (mm) L-Measured: 800 (mm)
Beam Length: 1,905 (mm)
Test Configuration:Cantilever with Flexible Base
Loading
Axial Load:784 (kN)
P-D:Shear provided
L-Bottom:0
Longitudinal Reinforcement
Diameter:16 (mm)
Number of Bars:20
Reinforcement Ratio:0.032
Transverse Reinforcement
Diameter Spiral:12 (mm)
Hoop Spacing, Sv:120 (mm)
Cover to Center of Hoop Bar:21 (mm)
Reinforcement Ratio:1.02
Non-Dimensional Properties
Span-to-Depth Ratio:2
Axial Load Ratio:0.2
Test Results
Failure Type:Flexure-Shear
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 Hysteresis (graph)
Force Displacement Data (data)
Record Information
Version:1 (April 8, 2003)
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