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| Specimen Information | |
| Name: | Ono et al. 1989, CA060C |
| Type: | Rectangular |
| Comments: | |
| Reference: | Ono, Arata; Shirai, Nobuaki; Adachi, Hiromi; and Sakamaki, Yoshio, "Elasto-Plastic Behavior of Reinforced Concrete Column With Fluctuating Axial Force," Transactions of the Japan Concrete Institute, Vol. 11, 1989, pp. 239-246. |
| Material Properties | |
| Concrete Strength: | 25.8 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 426 (MPa) Strength: 595 (MPa) |
| Longitudinal Steel: | Grade: Corner Yield Stress: 361 (MPa) Strength: 533 (MPa) Intermediate Yield Stress: 361 (MPa) Strength: 533 (MPa) |
| Geometry | |
| X-Section: | Width: 200 (mm) Depth: 200 (mm) |
| Length: | L-Inflection: 300 (mm) L-Measured: 300 (mm) |
| Test Configuration: | Double Cantilever |
| Loading | |
| Axial Load: | 636 (kN) |
| P-D: | Shear provided |
| L-Top: | 0 |
| L-Bottom: | 0 |
| Longitudinal Reinforcement | |
| Diameter: | 9.5 (mm) corner bars | 9.5 (mm) intermediate bars |
| Number of Bars: | 12 |
| Perpendicular to Load: | Clear cover: 19 (mm) Number of intermediate bars: 2 |
| Parallel to Load: | Clear cover: 19 (mm) Number of intermediate bars: 2 |
| Reinforcement Ratio: | 0.0213 |
| Transverse Reinforcement | |
| Type: | RI: Rectangular and interlocking ties |
| Number of Shear Legs: | 4 |
| Region of Close Spacing: | Bar Diameter: 6 (mm) Hoop Sets: 0 Hoop Spacing: 70 (mm) |
| Region of Wide Spacing: | Bar Diameter: 6 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm) |
| Reinforcement Ratio: | 0.009 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 1.5 |
| Axial Load Ratio: | 0.616 |
| Test Results | |
| Failure Type: | Flexure-Shear |
| Damage Observation: | Concrete Crushing: 1.5 (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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