Research Article

Fatigue Damage Estimation in Existing Railway Steel Bridges by Detailed Loading History Analysis

Table 2

Traffic type for the period 1991–2000.

Train typeNameTrain/dayAxle/dayLocomotive (L) and carriages (Ci)t/axleWagon numberWagon typeAxle spacing [m]

1IC20960L20,251231674.tab.0012.6-6.4-2.6
Intercity C1155231674.tab.0022.56-16.44-2.56
C212,756231674.tab.0032.56-16.44-2.56

2EC10340L201231674.tab.0042.85-2.35-2.85-2.35-2.85
Eurocity C114,252231674.tab.0052.56-16.44-2.56
C2125231674.tab.0062.56-16.44-2.56

3EXPR15990L201231674.tab.0072.85-2.35-2.85-2.35-2.85
Express C114,2510231674.tab.0082.56-16.44-2.56
C2125231674.tab.0092.56-16.44-2.56

4DIR301380L18,61231674.tab.00102.85-2.35-2.85-2.35-2.85
Direct C110,67510231674.tab.00112.4-16.6-2.4

5ETR10480L202231674.tab.00123-9-3
Eurostar C111,610231674.tab.00133-17.3-3

6TEC15990L18,71231674.tab.00142.85-2.35-2.85-2.35-2.85
Container freight C12015231674.tab.00151.8-12.8-1.8

7Merci acciaio10720L18,72231674.tab.00162.85-2.35-2.85-2.35-2.85
Steel freight C12015231674.tab.00171.8-13.06-1.8

8Treno
merci
tipo D4
5380L202231674.tab.00182.85-2.35-2.85-2.35-2.85
D4
freight
C122,516231674.tab.00191.8-4.65-1.8

9Treno
merci
misto
5270L18,71231674.tab.00202.85-2.35-2.85-2.35-2.85
Mixed
freight
C11624231674.tab.00219