Experimental tests vs. theoretical modeling for FRC in compression

F. Bencardino, G. Spadea, L. Rizzuti (2007). "Experimental tests vs. theoretical modeling for FRC in compression." In Proceedings of FraMCoS 6, Catania, Italy.

F. Bencardino, G. Spadea, L. Rizzuti. "Experimental tests vs. theoretical modeling for FRC in compression." Paper presented at FraMCoS 6, Catania, Italy, 2007.

F. Bencardino, G. Spadea, L. Rizzuti, "Experimental tests vs. theoretical modeling for FRC in compression," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{f-bencardino2007,
  title     = {Experimental tests vs. theoretical modeling for FRC in compression},
  author    = {F. Bencardino, G. Spadea, L. Rizzuti},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Experimental tests vs. theoretical modeling for FRC in compression
AU  - F. Bencardino
AU  - G. Spadea
AU  - L. Rizzuti
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Experimental_tests_vs._theoretical_modeling_for_FRC_in_compression.pdf
AB  - Several theoretical models and experimental data for the compressive behavior of Fiber Rein- forced Concrete (FRC) are available in literature. In this paper the results of experimental compression tests on Steel Fiber Reinforced Concrete (SFRC) specimens carried out according to standard procedures are shown. The complete stress-strain relationship up to failure for each specimen was monitored and plotted. The different post peak curves of the tested SFRC specimens with fiber content of 1%, 1.6%, 3% were com- pared and the difference in their behavior was highlighted. Aiming to evaluate the reliability of the models available in literature a comparative study…
ER  -