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| Specimen Information | |
| Name: | Nelson and Price 2000, Col3 |
| Type: | Spiral |
| Comments: | |
| Reference: | Nelson, Jared M., "Damage Model Calibration for Reinforced Concrete Columns", Master's Thesis, Department of Civil and Environmental Engineering, University of Washington, 2000 |
| Material Properties | |
| Concrete Strength: | 57 (MPa) |
| Transverse Steel: | Yield Stress: 455 (MPa) |
| Longitudinal Steel: | Yield Stress: 455 (MPa) Strength: 723.5 (MPa) |
| Geometry | |
| Diameter: | 508 (mm) Cross-Section: Circular |
| Length: | L-Inflection: 1,524 (mm) L-Measured: 1,524 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 1,139 (kN) |
| P-D: | P Ram rotation decreases V |
| L-Bottom: | 609.6 |
| Longitudinal Reinforcement | |
| Diameter: | 16 (mm) |
| Number of Bars: | 10 |
| Reinforcement Ratio: | 0.0099 |
| Transverse Reinforcement | |
| Diameter Spiral: | 4.5 (mm) |
| Hoop Spacing, Sv: | 102 (mm) |
| Cover to Center of Hoop Bar: | 21.3 (mm) |
| Reinforcement Ratio: | 0.13 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 3 |
| Axial Load Ratio: | 0.099 |
| Test Results | |
| Failure Type: | Flexure |
| Damage Observation: | Concrete Crushing: 0 (mm) Significant Concrete Spalling: 29.2 (mm) Long Bar Buckling: 47.8 (mm) Long Bar Fracture: 0 (mm) Spiral Fracture: 47.8 (mm) Loss of Axial Load Capacity: 57.9 (mm) |
| Resources: | Force Displacement Data (data) Column P3 Loss of Axial Load Capacity (photo) Test Setup (diagram) |
| Record Information | |
| Version: | 1 (April 8, 2003) |
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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. |
