Specimen Information
Name: Petrovski and Ristic 1984, M1E1
Type: Spiral
Comments:
Reference: Petrovski, Jakim; and Ristic, Danilo, Reversed Cyclic Loading Test of Bridge Column Models, Report IZIIZ 84-164, Institute of Earthquake Engineering and Engineering Seismology, September 1984, 62 pages.
Material Properties
Concrete Strength:38.8 (MPa)
Transverse Steel:Yield Stress: 240 (MPa)
Longitudinal Steel:Yield Stress: 240 (MPa) Strength: 0 (MPa)
Geometry
Diameter: 307 (mm) Cross-Section: Circular
Length: L-Inflection: 1,910 (mm) L-Measured: 1,910 (mm)
Test Configuration:Cantilever
Loading
Axial Load:145 (kN)
P-D:Not defined in report
L-Bottom:0
Longitudinal Reinforcement
Diameter:12 (mm)
Number of Bars:12
Reinforcement Ratio:0.0183
Transverse Reinforcement
Diameter Spiral:6 (mm)
Hoop Spacing, Sv:75 (mm)
Cover to Center of Hoop Bar:36 (mm)
Reinforcement Ratio:0.63
Non-Dimensional Properties
Span-to-Depth Ratio:6.22
Axial Load Ratio:0.05
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)
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