Other formats:
BibTeX
LaTeX
RIS
@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, 2014, p.~210-214, 4 pp. ISSN~1022-6680. Available from: https://dx.doi.org/10.4028/www.scientific.net/AMR.1020.210.
|