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| Specimen Information | |
| Name: | Paultre et al., 2001, No. 1008040 |
| Type: | Rectangular |
| Comments: | |
| Reference: | Paultre, P.; Legeron, F.; and Mongeau, D., " Influence of Concrete Strength and Transverse Reinforcement Yield Strength on Behavior of High-Strength Concrete Columns", American Concrete Institute, ACI Structural Journal, Vol. 98, No. 4, July-August 2001, |
| Material Properties | |
| Concrete Strength: | 104.2 (MPa) |
| Transverse Steel: | Grade: 800 Yield Stress: 825 (MPa) Strength: 960 (MPa) |
| Longitudinal Steel: | Grade: - Corner Yield Stress: 446 (MPa) Strength: 719 (MPa) Intermediate Yield Stress: 499 (MPa) Strength: 734 (MPa) |
| Geometry | |
| X-Section: | Width: 305 (mm) Depth: 305 (mm) |
| Length: | L-Inflection: 2,000 (mm) L-Measured: 2,000 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 3,600 (kN) |
| P-D: | Feff provided |
| L-Top: | 0 |
| L-Bottom: | 0 |
| Longitudinal Reinforcement | |
| Diameter: | 19.5 (mm) corner bars | 16 (mm) intermediate bars |
| Number of Bars: | 8 |
| Perpendicular to Load: | Clear cover: 19 (mm) Number of intermediate bars: 1 |
| Parallel to Load: | Clear cover: 19 (mm) Number of intermediate bars: 1 |
| Reinforcement Ratio: | 0.0215 |
| Transverse Reinforcement | |
| Type: | RD: Rectangular and diagonal ties |
| Number of Shear Legs: | 3.4 |
| Region of Close Spacing: | Bar Diameter: 11.3 (mm) Hoop Sets: 25 Hoop Spacing: 80 (mm) |
| Region of Wide Spacing: | Bar Diameter: 11.3 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm) |
| Reinforcement Ratio: | 0 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 6.56 |
| Axial Load Ratio: | 0.371 |
| 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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