Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons

A. Simon, F. Toutlemonde, J.-C. Renaud, L. Lauvin, M. Behloul, S. Vildaer (2007). "Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons." In Proceedings of FraMCoS 6, Catania, Italy.

A. Simon, F. Toutlemonde, J.-C. Renaud, L. Lauvin, M. Behloul, S. Vildaer. "Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons." Paper presented at FraMCoS 6, Catania, Italy, 2007.

A. Simon, F. Toutlemonde, J.-C. Renaud, L. Lauvin, M. Behloul, S. Vildaer, "Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{a-simon2007,
  title     = {Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons},
  author    = {A. Simon, F. Toutlemonde, J.-C. Renaud, L. Lauvin, M. Behloul, S. Vildaer},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons
AU  - A. Simon
AU  - F. Toutlemonde
AU  - J.-C. Renaud
AU  - L. Lauvin
AU  - M. Behloul
AU  - S. Vildaer
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Testing_and_analysing_innovative_design_of_UHPFRC_anchor_blocks_for_post-tension.pdf
AB  - Experimental validation of innovative design of anchor blocks for post-tensioning tendons was carried out. The tested specimens were made of UHPFRC, namely Ductal®-FM for 9 blocks and BSI® for 3 other blocks, and did not contain any passive reinforcement normally provided for confining concrete submit- ted to localized compression, and preventing bursting. They were dedicated to 4T15S, 7T15S and 12T15S pre-stressing units. Splitting in the middle of block sides, leading to sub-vertical cracks, appears as the domi- nant critical mechanism. Depending on lateral dimensions of UHPFRC around the reservation, and possible size effects concerning this zone submitted to intense tensile…
ER  -