Fracture of concrete beams at different loading rates

H.W. Reinhardt, J. Ožbolt (2007). "Fracture of concrete beams at different loading rates." In Proceedings of FraMCoS 6, Catania, Italy.

H.W. Reinhardt, J. Ožbolt. "Fracture of concrete beams at different loading rates." Paper presented at FraMCoS 6, Catania, Italy, 2007.

H.W. Reinhardt, J. Ožbolt, "Fracture of concrete beams at different loading rates," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{h-w-reinhardt2007,
  title     = {Fracture of concrete beams at different loading rates},
  author    = {H.W. Reinhardt, J. Ožbolt},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Fracture of concrete beams at different loading rates
AU  - H.W. Reinhardt
AU  - J. Ožbolt
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_of_concrete_beams_at_different_loading_rates.pdf
AB  - To investigate the influence of the loading rate on the cracking behavior of plain concrete beams, a 3D finite element analysis of notched three-point bending beams (normal strength concrete) and can- tilever beams (normal and high strength concrete) was carried out. In the used finite element code a model, which is applicable over a many orders of magnitude of the loading rate was adopted. The model is based on the rate process theory of bond ruptures. It was coupled with the microplane model for concrete. Both, static and dynamic analyses were performed. The static analysis was performed using an implicit…
ER  -