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| Specimen Information | |
| Name: | Amitsu et al. 1991, CB060C |
| Type: | Rectangular |
| Comments: | bar spacing 74mm-37mm-37mm-74mm |
| Reference: | Amitsu, Shigeyuki; Shirai, Nobuaki; Adachi, Hiromi; and Ono, Arata, "Deformation of Reinforced Concrete Column with High or Fluctuating Axial Force," Transactions of the Japan Concrete Institute, Vol. 13, 1991, pp. 355-362. |
| Material Properties | |
| Concrete Strength: | 46.3 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 414 (MPa) Strength: 0 (MPa) |
| Longitudinal Steel: | Grade: Corner Yield Stress: 441 (MPa) Strength: 0 (MPa) Intermediate Yield Stress: 441 (MPa) Strength: 0 (MPa) |
| Geometry | |
| X-Section: | Width: 278 (mm) Depth: 278 (mm) |
| Length: | L-Inflection: 323 (mm) L-Measured: 323 (mm) |
| Test Configuration: | Double Cantilever |
| Loading | |
| Axial Load: | 2,632 (kN) |
| P-D: | Shear provided |
| L-Top: | 0 |
| L-Bottom: | 0 |
| Longitudinal Reinforcement | |
| Diameter: | 13 (mm) corner bars | 13 (mm) intermediate bars |
| Number of Bars: | 24 |
| Perpendicular to Load: | Clear cover: 28 (mm) Number of intermediate bars: 3 |
| Parallel to Load: | Clear cover: 28 (mm) Number of intermediate bars: 3 |
| Reinforcement Ratio: | 0.0412 |
| 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: 52 (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: | 1.16 |
| Axial Load Ratio: | 0.736 |
| Test Results | |
| Failure Type: | Flexure-Shear |
| 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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