Investigating the performance of PVA and basalt fibre reinforced beams subjected to flexural action

• Main Authors: Shafiq, N., Ayub, T., Khan, S.U.
• Format: Article
• Published: Elsevier Ltd 2016
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973446488&doi=10.1016%2fj.compstruct.2016.06.008&partnerID=40&md5=289de3ebdde4cf755470fb2fb600e748; http://eprints.utp.edu.my/30815/

This paper presents the flexural test results of 21 fibre reinforced concrete (FRC) beams containing PVA and basalt fibres (1-3 by volume). Fibre reinforced concrete was made of three different binders; the first binder type was 100 cement, the other two types were blended cement system containing a part of 10 silica fume or metakaolin with 90 cement. For each the three binder system; 7 beams of the size 100 � 200 � 1500 mm were cast, the first beam known as control beam contained no fibres. The remaining 6 beams were cast using FRC containing a volume fraction of 1, 2 and 3 PVA and basalt fibres, respectively. All 21 beams were tested to failure under three-point flexural loading. Experimental results showed that the addition of PVA fibres significantly improved the post-cracking flexural response compared to that of the basalt fibres. Beams with 3 PVA fibre volume showed deflection-hardening behaviour with an improvement in post-cracking flexural strength. It means that the addition of high volume content of PVA fibres made the beams more tough and ductile. Whereas, deflection-softening behaviour was observed in case of beams containing higher volume of basalt fibres. © 2016.