Research Article
Analysis for Shear Behavior of SRC Deep Beams Based on Tests, Digital Image Correlation Technique, and Finite Elemental Simulation
Table 1
Main parameters of SRC beams.
| | Specimens | Length (mm) | λ | Width ratio | Height ratio | Cross section of H-shaped steel (mm) |
| | RDB-1 | 860 | 1.1 | 0.5 | 0.6 | 192 × 90 × 6×8 | | RDB-2 | 1020 | 1.4 | 0.5 | 0.6 | 192 × 90 × 6×8 | | RDB-3 | 1200 | 1.7 | 0.5 | 0.6 | 192 × 90 × 6×8 | | RDB-4 | 860 | 1.1 | 0.5 | 0.45 | 144 × 90 × 6×8 | | RDB-5 | 860 | 1.1 | 0.5 | 0.3 | 96 × 90 × 6×8 | | RDB-6 | 860 | 1.1 | 0.67 | 0.6 | 192 × 120 × 6×8 | | RDB-7 | 860 | 1.1 | 0.33 | 0.6 | 192 × 60 × 6×8 |
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