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| Specimen Information | |
| Name: | Matamoros et al. 1999,C5-20N |
| Type: | Rectangular |
| Comments: | |
| Reference: | Matamoros, A.B.; "Study of Drift Limits for High-Strength Concrete Columns," Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, Oct 1999. |
| Material Properties | |
| Concrete Strength: | 48.3 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 406.8 (MPa) Strength: 639.5 (MPa) |
| Longitudinal Steel: | Grade: Corner Yield Stress: 586.1 (MPa) Strength: 739.5 (MPa) Intermediate Yield Stress: 586.1 (MPa) Strength: 739.5 (MPa) |
| Geometry | |
| X-Section: | Width: 203 (mm) Depth: 203 (mm) |
| Length: | L-Inflection: 610 (mm) L-Measured: 610 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 285 (kN) |
| P-D: | Shear provided |
| L-Top: | 0 |
| L-Bottom: | 0 |
| Longitudinal Reinforcement | |
| Diameter: | 15.9 (mm) corner bars | 15.9 (mm) intermediate bars |
| Number of Bars: | 4 |
| Perpendicular to Load: | Clear cover: 38.3 (mm) Number of intermediate bars: 0 |
| Parallel to Load: | Clear cover: 32.7 (mm) Number of intermediate bars: 0 |
| Reinforcement Ratio: | 0.0193 |
| Transverse Reinforcement | |
| Type: | R: Rectangular ties (around perimeter) |
| Number of Shear Legs: | 2 |
| Region of Close Spacing: | Bar Diameter: 9.5 (mm) Hoop Sets: 0 Hoop Spacing: 76.2 (mm) |
| Reinforcement Ratio: | 0.01 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 3 |
| Axial Load Ratio: | 0.143 |
| 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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