Affiliations 

  • 1 Building and Construction Dept., Technical College of Mosul, Northern Technical University, Mosul, Iraq
  • 2 Building and Construction Eng., University of Technology, Baghdad, Iraq
  • 3 Building and Construction Eng., University of Sarawak, Sarawak, Malaysia
Heliyon, 2018 Dec;4(12):e01103.
PMID: 30603721 DOI: 10.1016/j.heliyon.2018.e01103

Abstract

This study has been undertaken to investigate the evaluation of Fiber-reinforced Foamed Concrete (FRFC) performance by the use of toughness and non-destructive tests. These tests cover the workability, density, static modulus of elasticity, toughness, ultrasonic pulse velocity and absorption tests. Different FRFC mixes using carbon fibers in the order of 0.5, 1 and 1.5% carbon fibers were used. Also, the combinations of carbon fibers (C) and polypropylene fibers (PP) as 1% C+ 0.5% PP, and 0.5% C+1% PP were prepared. Lastly, the inclusion of polypropylene fibers with the order of 1.5% PP was used to strengthen the foamed concrete mix. The results showed that the use of 1.5% of C has affected the modulus of elasticity and flexural toughness of foamed concrete. On the other hand, a strong relationship is found between compressive strength and ultrasonic pulse velocity for FRFC.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.