Author(s): P. S. Prahaanth, Mr. J. Rajprasad, Shuaibu Saminu
Published in: International Journal of Engineering Research & Technology
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Volume/Issue: Vol. 4 - Issue 04 (April - 2015)
The purpose of this research is to investigate the use of crimpled steel fiber with various proportion in structural concrete to enhance the mechanical properties of self compacting concrete. The main objective of the study is to determine and do the comparative study of the properties of concrete containing no fibers and concrete with fibers, as well as the comparison on the effect of different proportion of fiber to the self compacting concrete .This crimped fibers which change the properties of hardened concrete significantly .Self compacting concrete is an innovative concrete that is able to flow under its own weight without any vibration. This investigation was carried out using several test ,which included workability test of SCC, compressive test ,split tensile test and flexural test.
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