Experimental Research on Properties of High Strength Concrete (FRSCC)
R. Purusothaman1, S. Needhidasan2
1R. Purusothaman, M.E, Department of Civil Engineering, Saveetha School of Engineering, Chennai (TamilNadu), India.
2Dr. S. Needhidasan, Professor, Department of Structural Engineering, Saveetha School of Engineering, Chennai (TamilNadu), India.
Manuscript received on 05 April 2019 | Revised Manuscript received on 12 April 2019 | Manuscript Published on 26 July 2019 | PP: 264-266 | Volume-8 Issue-6S4 April 2019 | Retrieval Number: F10530486S419/19©BEIESP | DOI: 10.35940/ijitee.F1053.0486S419
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: SCC and FRC may be classified as superior Concrete because of its special proportions and properties. HPC may be a specialized concrete designed top reduce many edges within the construction of concrete structures that can’t continually be achieved habitually mistreatment standard ingredients, traditional mixture & hardening practices. Fibres into SCC will produce FRSCC with superior properties in a fresh and hardened state. The bolstered fibres in concrete might improve the durability, flexural strength, impact strength, toughness, drying shrinkage, and failure pattern of the concrete.
Keywords: Classified as Superior Concrete Because of its Special Proportions and Properties.
Scope of the Article: Computational Techniques in Civil Engineering