Performance of High Strength Basalt Fiber Reinforced Metakaolin Concrete
Schlagwörter:
Metakaolin, basalt fiber, composites, HSBFRMC, fiber volume fraction, strengthsAbstract
The present work deals with the results of experimental investigations on high strength M60 basalt fiber reinforced metakaolin concrete. Effect of these fibers on various strengths of concrete are studied. Fiber content varied from 0.5 to 1.5% at an interval of 0.5 by weight of cement. Various strengths considered for investigation are compressive strength, flexural strength, split tensile, and bond strength. Cube of size 100 mm for compressive strength, beams of size 500 mm ´ 100 mm ´ 100 mm for flexural strength were cast. All the specimens were water cured up 7 and 28 days and tested subsequently. The workability is measured with the slump cone test. A comparison of results of high strength basalt fiber reinforced metakaolin concrete with that of modified concrete showed the significant improvements in the results of various strengths.Veröffentlicht
Ausgabe
Rubrik
Lizenz
Declaration and Copyright Transfer Form
(to be completed by authors)
I/ We, the undersigned author(s) of the manuscript entitled ‘______________’, hereby declare, that the above manuscript which is submitted for publication in the Journal, is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.
I/ We have read the final version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship. We also agree to the authorship of the article in the following order:
Author’s name Signature (s)
1. ________________
2. ________________
3. ________________
4. ________________
