@article{Sadouki:10908,
      recid = {10908},
      author = {Sadouki, Hamid and Brühwiler, Eugen and Zwicky, Daia},
      title = {Chillon Viaduct deck slab strengthening using reinforced  UHPFRC : numerical simulation of full-scale tests},
      publisher = {Taylor & Francis},
      journal = {Concrete Repair, Rehabilitation and Retrofitting IV :  Proceedings of the 4th International Conference on Concrete  Repair, Rehabilitation and Retrofitting (ICCRRR-4), 5-7  October 2015, Leipzig, Germany},
      address = {London. 2015-09},
      number = {CHAPTER},
      pages = {2 p.},
      abstract = {The strengthening method of bridge deck slabs by means of  an Ultra High Performance Fiber Reinforced cement-based  Composite material (UHPFRC) overlay has been validated by a  specific experimental program which is presented in a  companion contribution. This chapter presents results of a  non-linear finite element analysis of the structural and  cracking behavior of composite UHPFRC/concrete slabs  subjected to loading similar to loading of real bridge  decks. The deck slab of the Chillon Viaduct located on the  Swiss National Highway on the East end of the Lake of  Geneva, was strengthened by adding, on the previously  hydro-jetted top surfaces of deck slabs, a 40 to 50 mm  thick layer of UHPFRC which is additionally reinforced by  steel rebars. Finite volume elements with 20 nodes were  employed to represent the geometry of the structure,  consisting of Reinforced Concrete (RC) monolithic slab  elements and composite R-UHPFRC—RC slab elements, steel  loading platesand supporting beams.},
      url = {http://arodes.hes-so.ch/record/10908},
}