Project

 

Located on the A16 highway next to Boulogne-sur-Mer in the Pas-de-Calais , the Echinghen Viaduct (1997) is a bridge with hollow-core concrete segments with steel cantilever frames.

 


Services

 

setec tpi executes a full 3D finite element model for the entire bridge with the in-house developed Pythagore© software.

 

The calculations executed following this model helped with the verification of the stresses in the different section elements for each of the 19 scenarios of the replacement of the cables.

 


Key Information

 

Client: SANEF – AUTOROUTE NORD EST DE LA FRANCE

Duration: Oct. 2017 – Juin 2018

Architect: Louis CARLIER

 


©sanef

In a Nutshell


80mheight
39,000Tdeck total weight
1,301mlength

Finite elements modelling with the in-house developed Pythagore© software

The bridge has been modelled as a grid of beams for the upper and lower slabs. All the steel diagonals and prestressing cables have been modelled individually.

The construction phasing has also been modelled, with a step-by-step calculation of each stage of the construction. The resulting model is more detailed than that executed during the project’s construction design stage.


#dalleorthotrope

Key features

  • Prestressed concrete bridge
  • Precast segments with steel cantilever frames
  • Total weight of the deck: 39,000T
  • Commissioning: 1997
  • Number of spans: 15
  • Height: 80m
  • Length: 1,301m