Specimen Information
Name: Arakawa et al. 1988, No. 16
Type: Spiral
Comments: axial load=0
Reference: Arakawa, Takashi; He, Ming-Xuan; Arai, Yasuyuk; and Mizoguchi, Mitsuo, "Shear Resisting Behavior of Reinforced Concrete Columns With Spiral Hoops," Transactions of the Japan Concrete Institute, Vol.10, 1998, pp. 155-162.
Material Properties
Concrete Strength:31.3 (MPa)
Transverse Steel:Yield Stress: 381 (MPa)
Longitudinal Steel:Yield Stress: 363 (MPa) Strength: 0 (MPa)
Geometry
Diameter: 275 (mm) Cross-Section: Octagonal
Length: L-Inflection: 450 (mm) L-Measured: 450 (mm)
Test Configuration:Double Cantilever
Loading
Axial Load:0 (kN)
P-D:Feff provided
L-Bottom:0
Longitudinal Reinforcement
Diameter:16 (mm)
Number of Bars:12
Reinforcement Ratio:0.0385
Transverse Reinforcement
Diameter Spiral:6 (mm)
Hoop Spacing, Sv:35 (mm)
Cover to Center of Hoop Bar:20 (mm)
Reinforcement Ratio:1.34
Non-Dimensional Properties
Span-to-Depth Ratio:1.64
Axial Load Ratio:0
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 Hysteresis (graph)
Force Displacement Data (data)
Record Information
Version:1 (April 8, 2003)
The Structural Performance Database is a project of the Pacific Earthquake Engineering Research Center, funded by the National Science Foundation. Contact Marc Eberhard at the University of Washington with questions or comments. Report technical problems to the server administrator. Copyright 2003.