Specimen Information
Name: Kanda et al. 1988, 85STC-1
Type: Rectangular
Comments:
Reference: Kanda, Makoto; Shirai, Nobuaki; Adachi, Hiromi; and Sato, Toshio, "Analytical Study on Elasto-Plastic Hysteretic Behaviors of Reinforced Concrete Members," Transactions of the Japan Concrete Institute, Vol.10, 1988, pp. 257-264. (85STC-3 and 85PDC-3 only)
Material Properties
Concrete Strength:27.9 (MPa)
Transverse Steel:Grade:
Yield Stress: 506 (MPa) Strength: 540 (MPa)
Longitudinal Steel:Grade:
Corner Yield Stress: 374 (MPa) Strength: 494 (MPa)
Intermediate Yield Stress: 374 (MPa) Strength: 494 (MPa)
Geometry
X-Section:Width: 250 (mm) Depth: 250 (mm)
Length: L-Inflection: 750 (mm) L-Measured: 750 (mm)
Test Configuration:Double Cantilever
Loading
Axial Load:184 (kN)
P-D:Shear provided
L-Top:0
L-Bottom:0
Longitudinal Reinforcement
Diameter:12.7 (mm) corner bars | 12.7 (mm) intermediate bars
Number of Bars:8
Perpendicular to Load:Clear cover: 35 (mm) Number of intermediate bars: 1
Parallel to Load:Clear cover: 35 (mm) Number of intermediate bars: 1
Reinforcement Ratio:0.0162
Transverse Reinforcement
Type:R: Rectangular ties (around perimeter)
Number of Shear Legs:2
Region of Close Spacing:Bar Diameter: 5.5 (mm) Hoop Sets: 0 Hoop Spacing: 50 (mm)
Region of Wide Spacing:Bar Diameter: 5.5 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm)
Reinforcement Ratio:0.004
Non-Dimensional Properties
Span-to-Depth Ratio:3
Axial Load Ratio:0.106
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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