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| Specimen Information | |
| Name: | Thomsen and Wallace 1994, C1 |
| Type: | Rectangular |
| Comments: | |
| Reference: | Thomsen, John; and Wallace, John, "Lateral Load Behavior of Reinforced Concrete Columns Constructed Using High-Strength Materials," American Concrete Institute, ACI Structural Journal, Vol. 91, No. 5, September-October 1994, pp. 605-615. |
| Material Properties | |
| Concrete Strength: | 67.5 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 1,262 (MPa) Strength: 1,448 (MPa) |
| Longitudinal Steel: | Grade: 414 Corner Yield Stress: 475.8 (MPa) Strength: 738 (MPa) Intermediate Yield Stress: 475.8 (MPa) Strength: 738 (MPa) |
| Geometry | |
| X-Section: | Width: 152.4 (mm) Depth: 152.4 (mm) |
| Length: | L-Inflection: 596.9 (mm) L-Measured: 596.9 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 0 (kN) |
| P-D: | Feff provided |
| L-Top: | 0 |
| L-Bottom: | 0 |
| Longitudinal Reinforcement | |
| Diameter: | 9.5 (mm) corner bars | 9.5 (mm) intermediate bars |
| Number of Bars: | 8 |
| Perpendicular to Load: | Clear cover: 11.1 (mm) Number of intermediate bars: 1 |
| Parallel to Load: | Clear cover: 11.1 (mm) Number of intermediate bars: 1 |
| Reinforcement Ratio: | 0.0245 |
| Transverse Reinforcement | |
| Type: | RD: Rectangular and diagonal ties |
| Number of Shear Legs: | 3.4 |
| Region of Close Spacing: | Bar Diameter: 3.2 (mm) Hoop Sets: 10 Hoop Spacing: 25.4 (mm) |
| Reinforcement Ratio: | 0 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 3.92 |
| Axial Load Ratio: | 0 |
| Test Results | |
| Failure Type: | Flexure |
| Damage Observation: | Concrete Crushing: 35.8 (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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