Table 1 Details of the test specimens.
From: Investigation of Bursting Stress and Spalling Stress in Post-tensioned Anchorage Zones
Specimen | height \(h{\kern 1pt} {\kern 1pt} (mm)\) | Bearing plate ratio \(a/h\) | Anchor spacing \(e/h\) | Applied load \(P{\kern 1pt} {\kern 1pt} {\kern 1pt} {\kern 1pt} (N)\) |
|---|---|---|---|---|
C1 | 80 | 0.1 | 0 | 33 |
C2 | 80 | 0.2 | 0 | 58 |
C3 | 80 | 0.3 | 0 | 60 |
C4 | 80 | 0.4 | 0 | 60 |
C5 | 80 | 0.5 | 0 | 66 |
M1 | 80 | 0.1 | 0.3 | 32 |
M2 | 80 | 0.1 | 0.4 | 38 |
M3 | 80 | 0.1 | 0.5 | 40 |
M4 | 80 | 0.1 | 0.6 | 40 |
M5 | 80 | 0.1 | 0.8 | 40 |