Table 3 Test specimens.
From: Test Results and Nonlinear Analysis of RC T-beams Strengthened by Bonded Steel Plates
Specimen | Concrete type | Anchorage in pure bending region | Width of steel plate (mm) |
|---|---|---|---|
B-0 | I | – | – |
B-2-2 | Anchor at 2 points | 21 | |
B-5-2 | Anchor at 5 points | 21 | |
B-2-4 | II | Anchor at 2 points | 42 |
B-5-4 | Anchor at 5 points | 42 |