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| Specimen Information | |
| Name: | Nosho et al. 1996, No. 1 |
| Type: | Rectangular |
| Comments: | |
| Reference: | Nosho, Kirk; Stanton, John; and MacRae, Gregory; "Retrofit of Rectangular Reinforced Concrete Columns using Tonen Forca Tow Sheet Carbon Fiber Wrapping," Report No. SGEM 96-2, Department of Civil Engineering, University of Washington, Seattle, Washington, |
| Material Properties | |
| Concrete Strength: | 40.6 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 351 (MPa) Strength: 390 (MPa) |
| Longitudinal Steel: | Grade: 275 Corner Yield Stress: 407 (MPa) Strength: 659 (MPa) Intermediate Yield Stress: 407 (MPa) Strength: 659 (MPa) |
| Geometry | |
| X-Section: | Width: 279.4 (mm) Depth: 279.4 (mm) |
| Length: | L-Inflection: 2,134 (mm) L-Measured: 2,134 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 1,076 (kN) |
| P-D: | P Ram rotation decreases V |
| L-Top: | 229 |
| L-Bottom: | 381 |
| Longitudinal Reinforcement | |
| Diameter: | 15.9 (mm) corner bars | 15.9 (mm) intermediate bars |
| Number of Bars: | 4 |
| Perpendicular to Load: | Clear cover: 25.4 (mm) Number of intermediate bars: 0 |
| Parallel to Load: | Clear cover: 25.4 (mm) Number of intermediate bars: 0 |
| Reinforcement Ratio: | 0.0101 |
| Transverse Reinforcement | |
| Type: | R: Rectangular ties (around perimeter) |
| Number of Shear Legs: | 2 |
| Region of Close Spacing: | Bar Diameter: 6.3 (mm) Hoop Sets: 11 Hoop Spacing: 228.6 (mm) |
| Region of Wide Spacing: | Bar Diameter: 6.3 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm) |
| Reinforcement Ratio: | 0 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 7.64 |
| Axial Load Ratio: | 0.339 |
| Test Results | |
| Failure Type: | Flexure |
| Damage Observation: | Concrete Crushing: 21.3 (mm) Significant Concrete Spalling: 37 (mm) Long Bar Buckling: 37.3 (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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