Table 3 The damage cases of various axis weight
From: Damage identification of Chi River bridge based on vehicle excitation and WPEVCR
Damage cases | Single axis weight (N) | Damage section | Damage degree |
|---|---|---|---|
A1-A3 | 10,500 | Section 4 | 5%;10%;20% |
A4-A6 | Section 8 | ||
A7-A9 | Section 9 | ||
A10-A12 | 15,500 | Section 4 | |
A13-A15 | Section 8 | ||
A16-A18 | Section 9 | ||
A19-A21 | 20,500 | Section 4 | |
A22-A24 | Section 8 | ||
A25-A27 | Section 9 |