Table 4 Foremost characteristics of bridge models.
From: Investigation of Likelihood of Cracking in Reinforced Concrete Bridge Decks
Model nomenclature | Number of spans | Span length (m) | Number of girders | Deck thickness (mm) | Concrete compressive strength, 1c’ (MPa) | End conditions at abutment locations | Bridge view |
|---|---|---|---|---|---|---|---|
Single-Span-N-4000-8.5-4 | 1 | 56 | 4 | 216 | 27 | Pin-roller |
|
Two-Span-N-4000-8.5-4 | 2 | 56 | 4 | 216 | 27 | Pin-roller |
|
Three-Span-N-4000-8.5-4 | 3 | 56 | 4 | 216 | 27 | Pin-roller |
|
Two-Span-Half-4000-8.5-4 | 2 | 28 | 4 | 216 | 27 | Pin-roller |
|
Three-Span-N-4000-8.5-7 | 3 | 56 | 7 | 216 | 27 | Pin-roller |
|
Two-Span-N-4000-8.5-4-(F–F) | 2 | 56 | 4 | 216 | 27 | Fixed–Fixed |
|
Two-Span-N-4000-7-4 | 2 | 56 | 4 | 178 | 27 | Pin-roller |
|
Two-Span-N-4000-10-4 | 2 | 56 | 4 | 254 | 27 | Pin-Roller |
|
Two-Span-N-5000-8.5-4 | 2 | 56 | 4 | 216 | 35 | Pin-roller |
|
Two-Span-N-7000-8.5-4 | 2 | 56 | 4 | 216 | 49 | Pin-roller |
|
