General Information
Figure 1 shows a cable-stayed bridge that is used by motorcycles, bicycles and pedestrians.
![Cable-stayed bridge over a river](bridges/cable-stayed-bridges/bridge-1/1-cable-stayed-bridge.jpg)
Type | Single-span cable-stayed bridge |
Main span | ≅ 140 m |
Deck width | ≅ 2 m |
Girder | Steel twin I-girder |
Pylon | Reinforced concrete (A-longitudinal shaped) |
Stay cable arrangement | Radial (two cable planes) |
Anchorage Failure
Figure 2 shows half main span.
![Half main span of a cable-stayed bridge](bridges/cable-stayed-bridges/bridge-1/2-half-main-span.jpg)
The numbers indicate the position of a girder anchorage. Figure 3 shows half main span without anchorage 2.
![Cable-stayed bridge with a failed girder anchorage](bridges/cable-stayed-bridges/bridge-1/3-deformed-main-span.jpg)
The failure (on one side only) did not cause a progressive collapse. Figure 4 shows a further view of the bridge without anchorage 2.
![Girder deformation of cable-stayed bridge without a girder anchorage](bridges/cable-stayed-bridges/bridge-1/4-girder-deformation.jpg)
Figure 5 shows a schematic partial three-dimensional view of an anchorage.
![Girder anchorage using a multi-bent round bar](bridges/cable-stayed-bridges/bridge-1/5-stay-cable-girder-connection.jpg)
The anchorage consists of a multi-bent steel round bar and 2 nuts. Figure 6 shows a side view of the failed anchorage.
![Failed girder anchorage](bridges/cable-stayed-bridges/bridge-1/6-failed-stay-cable-girder-connection.jpg)
The top region of the multi-bent round bar failed. Figure 7 shows a schematic partial three-dimensional view of the unfailed and failed anchorage.
Unfailed | Failed |
![Unfailed girder anchorage; failed girder anchorage](bridges/cable-stayed-bridges/bridge-1/7-stay-cable-girder-connection.jpg)
What are the main structural consequences?