Specimen Information
Name: Soderstrom 2001,C1
Type: Spiral
Comments: fy not measured for spiral. Assumed to be 60 ksi.
Reference: Roeder et al, "Seismic Performance of Pile-Wharf Connections", Pacific Earthquake Engineering Research Center, PEER, Dec. 2001.
Material Properties
Concrete Strength:60.6 (MPa)
Transverse Steel:Yield Stress: 413.7 (MPa)
Longitudinal Steel:Yield Stress: 429.5 (MPa) Strength: 717 (MPa)
Geometry
Diameter: 419 (mm) Cross-Section: Octagonal
Length: L-Inflection: 1,968.5 (mm) L-Measured: 1,968.5 (mm)
Test Configuration:Cantilever
Loading
Axial Load:0 (kN)
P-D:Shear provided
L-Bottom:180
Longitudinal Reinforcement
Diameter:22.2 (mm)
Number of Bars:8
Reinforcement Ratio:0.0213
Transverse Reinforcement
Diameter Spiral:9.5 (mm)
Hoop Spacing, Sv:50.8 (mm)
Cover to Center of Hoop Bar:55.6 (mm)
Reinforcement Ratio:1.77
Non-Dimensional Properties
Span-to-Depth Ratio:4.7
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 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.