Specimen Information
Name: McDaniel, 1997, S1-2
Type: Spiral
Comments:
Reference: McDaniel, Cole, "Scale Effects on the Shear Strength of Circular Reinforced Concrete Columns.", University of California, San Diego, 1997.
Material Properties
Concrete Strength:26.8 (MPa)
Transverse Steel:Yield Stress: 200 (MPa)
Longitudinal Steel:Yield Stress: 454 (MPa) Strength: 729.6 (MPa)
Geometry
Diameter: 609.6 (mm) Cross-Section: Circular
Length: L-Inflection: 1,219.2 (mm) L-Measured: 1,219.2 (mm)
Test Configuration:Cantilever
Loading
Axial Load:18.8 (kN)
P-D:Shear provided
L-Bottom:457.2
Longitudinal Reinforcement
Diameter:15.9 (mm)
Number of Bars:20
Reinforcement Ratio:0.0136
Transverse Reinforcement
Diameter Spiral:4.9 (mm)
Hoop Spacing, Sv:101.6 (mm)
Cover to Center of Hoop Bar:18.6 (mm)
Reinforcement Ratio:0.13
Non-Dimensional Properties
Span-to-Depth Ratio:2
Axial Load Ratio:0.002
Test Results
Failure Type: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 Data (data)
Record Information
Version:1 (April 8, 2003)
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