Specimen Information
Name: Sritharan et al. 1995, IC1
Type: Spiral
Comments:
Reference: Sritharan, S.; Priestley, M.J.N.; Seible F., "Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Prestressing," University of California, San Diego, Structural Systems Research Project, Report No. ssrp-96/09, December 1996
Material Properties
Concrete Strength:31.4 (MPa)
Transverse Steel:Yield Stress: 431 (MPa)
Longitudinal Steel:Yield Stress: 448 (MPa) Strength: 739 (MPa)
Geometry
Diameter: 600 (mm) Cross-Section: Circular
Length: L-Inflection: 1,800 (mm) L-Measured: 1,800 (mm)
Test Configuration:Cantilever
Loading
Axial Load:400 (kN)
P-D:Feff provided
L-Bottom:0
Longitudinal Reinforcement
Diameter:22.2 (mm)
Number of Bars:14
Reinforcement Ratio:0.0192
Transverse Reinforcement
Diameter Spiral:9.5 (mm)
Hoop Spacing, Sv:97 (mm)
Cover to Center of Hoop Bar:30.2 (mm)
Reinforcement Ratio:0.54
Non-Dimensional Properties
Span-to-Depth Ratio:3
Axial Load Ratio:0.045
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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