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| Specimen Information | |
| Name: | Zhou et al. 1987, No. 204-08 |
| Type: | Rectangular |
| Comments: | |
| Reference: | Zhou, Xiaoshen; Satoh, Toshio; Jiang, Weishan; Ono, Arata; and Shimizu, Yasushi, "Behavior of Reinforced Concrete Short Column Under High Axial Load," Transactions of the Japan Concrete Institute, Vol. 9, 1987, pp. 541-548. |
| Material Properties | |
| Concrete Strength: | 21.1 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 559 (MPa) Strength: 589 (MPa) |
| Longitudinal Steel: | Grade: Corner Yield Stress: 341 (MPa) Strength: 448 (MPa) Intermediate Yield Stress: 341 (MPa) Strength: 448 (MPa) |
| Geometry | |
| X-Section: | Width: 160 (mm) Depth: 160 (mm) |
| Length: | L-Inflection: 320 (mm) L-Measured: 320 (mm) |
| Test Configuration: | Double Cantilever |
| Loading | |
| Axial Load: | 432 (kN) |
| P-D: | Feff provided |
| L-Top: | 0 |
| L-Bottom: | 0 |
| Longitudinal Reinforcement | |
| Diameter: | 9.5 (mm) corner bars | 9.5 (mm) intermediate bars |
| Number of Bars: | 8 |
| Perpendicular to Load: | Clear cover: 12.5 (mm) Number of intermediate bars: 1 |
| Parallel to Load: | Clear cover: 12.5 (mm) Number of intermediate bars: 1 |
| Reinforcement Ratio: | 0.0222 |
| Transverse Reinforcement | |
| Type: | R: Rectangular ties (around perimeter) |
| Number of Shear Legs: | 2 |
| Region of Close Spacing: | Bar Diameter: 5 (mm) Hoop Sets: 0 Hoop Spacing: 40 (mm) |
| Region of Wide Spacing: | Bar Diameter: 5 (mm) Hoop Sets: 0 Hoop Spacing: 0 (mm) |
| Reinforcement Ratio: | 0.007 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 2 |
| Axial Load Ratio: | 0.8 |
| 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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