Specimen Information
Name: Pujol 2002, No. 10-2-3N
Type: Rectangular
Comments: verify P-d, L, Lmeas, Ltop
Reference: Pujol, S., "Drift Capacity of Reinforced Concrete Columns Subjected to Displacement Reversals," Thesis, Purdue University, August 2002
Material Properties
Concrete Strength:33.7 (MPa)
Transverse Steel:Grade: -
Yield Stress: 410.9 (MPa) Strength: 526.8 (MPa)
Longitudinal Steel:Grade: NA
Corner Yield Stress: 453 (MPa) Strength: 642.6 (MPa)
Intermediate Yield Stress: 453 (MPa) Strength: 642.6 (MPa)
Geometry
X-Section:Width: 152.4 (mm) Depth: 304.8 (mm)
Length: L-Inflection: 685.8 (mm) L-Measured: 685.8 (mm)
Test Configuration:Double Cantilever
Loading
Axial Load:133 (kN)
P-D:Shear provided
L-Top:0
L-Bottom:0
Longitudinal Reinforcement
Diameter:19 (mm) corner bars | 19 (mm) intermediate bars
Number of Bars:4
Perpendicular to Load:Clear cover: 25.4 (mm) Number of intermediate bars: 0
Parallel to Load:Clear cover: 25.4 (mm) Number of intermediate bars: 0
Reinforcement Ratio:0.0245
Transverse Reinforcement
Type:R: Rectangular ties (around perimeter)
Number of Shear Legs:2
Region of Close Spacing:Bar Diameter: 6.3 (mm) Hoop Sets: 0 Hoop Spacing: 76.2 (mm)
Region of Wide Spacing:Bar Diameter: 6.3 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm)
Reinforcement Ratio:0.006
Non-Dimensional Properties
Span-to-Depth Ratio:2.25
Axial Load Ratio:0.085
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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