Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction

@inproceedings{25425,
   author = {Pieszka, Daniel and Kubečka, Karel and Kološ, Ivan},
   address = {Switzerland},
   booktitle = {Advanced Materials Research},
   doi = {http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.210},
   edition = {1020},
   editor = {Darja Kubečkový},
   keywords = {reinforced concrete, slab, flexural behavior, effective crack, fracture process zone, three point bending test},
   howpublished = {tištěná verze "print"},
   language = {eng},
   location = {Switzerland},
   note = {6th International Conference on Contemporary Problems of Architecture and Construction - Ostrava 2014},
   pages = {210-214},
   publisher = {Trans Tech Publications, Switzerland},
   title = {Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction},
   url = {http://www.scientific.net/AMR.1020.210},
   year = {2014}
}

TY  - JOUR
ID  - 25425
AU  - Pieszka, Daniel - Kubečka, Karel - Kološ, Ivan
PY  - 2014
TI  - Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction
PB  - Trans Tech Publications, Switzerland
CY  - Switzerland
N1  - 6th International Conference on Contemporary Problems of Architecture and Construction - Ostrava 2014
KW  - reinforced concrete, slab, flexural behavior, effective crack, fracture process zone, three point bending test
UR  - http://www.scientific.net/AMR.1020.210
N2  - The aim of the paper is to investigate the flexural behavior and property changes of concrete structures reinforced by steel fibers (SFRC) and to use the results for carrying capacity assessment of SFRC post-cracked slab on ground structure with subsoil interaction effect. Because the national codes cover neither design nor assessment of SFRC structures, the investigation is generally based on the nonlinear fracture mechanics models to establish the stress-crack opening and load-crack mouth opening displacement relationship. Then the flexural tensile strength and residual flexural tensile strength of the post-cracked SFRC structure is determined with respect to subsoil interaction.
ER  - 

PIESZKA, Daniel, Karel KUBEČKA and Ivan KOLOŠ. Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction. In Darja Kubečkový. \textit{Advanced Materials Research}. 1020th ed. Switzerland: Trans Tech Publications, Switzerland. p.~210-214, 4 pp. ISSN~1022-6680. doi:10.4028/www.scientific.net/AMR.1020.210. 2014.