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| Specimen Information | |
| Name: | Hamilton, 2002, UCI1 |
| Type: | Spiral |
| Comments: | Cross-section D |
| Reference: | Hamilton, C.H., Pardoen, G.C., Kazanjy, R.P., "Experimental Testing of Bridge Columns Subjected to Reversed-Cyclic and Pulse-type Loading Histories," Report 2001-03, Civil Engineering Technical Report Series, University of California, Irvine, 2002 |
| Material Properties | |
| Concrete Strength: | 36.5 (MPa) |
| Transverse Steel: | Yield Stress: 691.5 (MPa) |
| Longitudinal Steel: | Yield Stress: 458.5 (MPa) Strength: 646 (MPa) |
| Geometry | |
| Diameter: | 406.4 (mm) Cross-Section: Circular |
| Length: | L-Inflection: 1,854.2 (mm) L-Measured: 1,854.2 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 0 (kN) |
| P-D: | Feff provided |
| L-Bottom: | 419.1 |
| Longitudinal Reinforcement | |
| Diameter: | 12.7 (mm) |
| Number of Bars: | 12 |
| Reinforcement Ratio: | 0.0117 |
| Transverse Reinforcement | |
| Diameter Spiral: | 4.5 (mm) |
| Hoop Spacing, Sv: | 31.8 (mm) |
| Cover to Center of Hoop Bar: | 15 (mm) |
| Reinforcement Ratio: | 0.53 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 4.56 |
| 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) |
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