Table 10 Test results of load–concrete strain data (BD).
From: RC Arch Deck Development and Performance Evaluation for Enhanced Deck Width
Location | Load (kN) | Strain (ε) | ||
|---|---|---|---|---|
1/4 point (0.25 L) CB 1 | 1/2 point (0.5 L) CB 2 | 1/3 point (0.33 L) CB 3 | ||
RC arch deck specimen (BD) | 0 | 0 | 0 | 0 |
300 | − 82 | − 250 | − 46 | |
400 | − 103 | − 395 | − 55 | |
500 | − 109 | − 605 | − 62 | |
600 | − 115 | − 813 | − 79 | |
700 | − 121 | − 1011 | − 92 | |
800 | − 109 | − 1251 | − 110 | |
900 | − 96 | − 1525 | − 106 | |
922.80 | − 93 | − 1664 | − 55 | |