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CONFERENCE PROCEEDINGS INTERNATIONAL CONFERENCE
"CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2015 "
FACULTY OF CIVIL ENGINEERING SUBOTICA , 2015.y., pp. 293-300


EXPERIMENTAL INVESTIGATION OF ULTIMATE BEARING CAPACITY OF RC BEAMS WITH MICROFIBERS AND WITHOUT STIRUPS
 
DOI: 10.14415/konferencijaGFS 2015.037
UDC: 624.012.45.072.2
CC-BY-SA 4.0 license
Author : Živković, Smilja; Čeh, Arpad; Kukaras, Danijel
 
 Summary:
 This paper presents possibilities of application of concrete with microfibers in beam girders without stirrups, as well as determination of optimal quantity of steel microfibers within the concrete mixture. Experimental investigations were performed on beams that had normal longitudinal reinforcement bar but with no stirrups. Three groups of beams were tested with different quantity of steel microfibers. Obtained results serve as encouragement for similar research in the future.
 
 Keywords:
 Concrete with microfibers, beam girders, stirrups