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| Specimen Information | |
| Name: | Mo and Wang 2000,C3-2 |
| Type: | Rectangular |
| Comments: | Atypical Transverse Reinforcement |
| Reference: | Mo, Y.L.; and Wang, S.J., "Seismic Behavior of RC Columns with Various Tie Configurations", Journal of Structural Engineering, ASCE, Vol. 126 No.10, October, 2000, pp. 1122-1130 |
| Material Properties | |
| Concrete Strength: | 27.5 (MPa) |
| Transverse Steel: | Grade: Yield Stress: 459.5 (MPa) Strength: 576.5 (MPa) |
| Longitudinal Steel: | Grade: Corner Yield Stress: 497 (MPa) Strength: 592 (MPa) Intermediate Yield Stress: 497 (MPa) Strength: 592 (MPa) |
| Geometry | |
| X-Section: | Width: 400 (mm) Depth: 400 (mm) |
| Length: | L-Inflection: 1,400 (mm) L-Measured: 1,400 (mm) Splice Length: 40 (mm) |
| Test Configuration: | Cantilever |
| Loading | |
| Axial Load: | 675 (kN) |
| P-D: | P Ram rotation decreases V |
| L-Top: | 0 |
| L-Bottom: | 800 |
| Longitudinal Reinforcement | |
| Diameter: | 19 (mm) corner bars | 19 (mm) intermediate bars |
| Number of Bars: | 12 |
| Perpendicular to Load: | Clear cover: 34 (mm) Number of intermediate bars: 2 |
| Parallel to Load: | Clear cover: 34 (mm) Number of intermediate bars: 2 |
| Reinforcement Ratio: | 0.0214 |
| Transverse Reinforcement | |
| Type: | RI: Rectangular and interlocking ties |
| Number of Shear Legs: | 4 |
| Region of Close Spacing: | Bar Diameter: 6.3 (mm) Hoop Sets: 0 Hoop Spacing: 54 (mm) |
| Reinforcement Ratio: | 0 |
| Non-Dimensional Properties | |
| Span-to-Depth Ratio: | 3.5 |
| Axial Load Ratio: | 0.154 |
| 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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