Detailed Information on Publication Record
2014
Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction
PIESZKA, Daniel, Karel KUBEČKA and Ivan KOLOŠBasic information
Original name
Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction
Authors
PIESZKA, Daniel, Karel KUBEČKA and Ivan KOLOŠ
Edition
1020. vyd. Switzerland, Advanced Materials Research, p. 210-214, 4 pp. 2014
Publisher
Trans Tech Publications, Switzerland
Other information
Language
English
Type of outcome
Stať ve sborníku
Field of Study
20101 Civil engineering
Country of publisher
Switzerland
Confidentiality degree
není předmětem státního či obchodního tajemství
Publication form
printed version "print"
References:
Organization unit
Institute of Technology and Business in České Budějovice
ISSN
Keywords in English
reinforced concrete, slab, flexural behavior, effective crack, fracture process zone, three point bending test
Změněno: 16/11/2014 22:07, doc. Ing. Karel Kubečka, Ph.D.
Abstract
V originále
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.