Strength and Behavior effects of Steel Fibers RC Wall Panels under different Loadings

Authors(2) :-Choudhary Sumit Mukund, Abhijeet Kishore

Design Steel Fiber Reinforced Concrete (SFRC) wall panel, which may superior performance characteristics compared to conventional RC wall. Steel fibers widely used material with concrete but along vertical component makes it relatively new product. Experimental behaviors of SFRC wall panel which subjected flexural and impact action with capacity interaction and Simulation with normal concrete panels. Casting numbers of wall panels, which include variations in percentage of adding steel fiber hooked type and without adding it. Giving flexural loading till wall panels hit the failure with deflection. Impact loading through drop weight impact condition till ultimate resistance. Performing testing on drop weight machine and universal testing machine. In flexural action identical panels is under three point loading with gradually load increment. Impact action consist sudden loading at center portion.

Authors and Affiliations

Choudhary Sumit Mukund
Civil Engineering Department, Mewar University, Chittorgarh, Rajasthan, India
Abhijeet Kishore
Civil Engineering Department, Mewar University, Chittorgarh, Rajasthan, India

Steel Fiber Reinforced Concrete, Steel Fibers, Impact Loading, Flexural Loading, Concrete, Aggregate, Ultimate Resistance

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Publication Details

Published in : Volume 2 | Issue 3 | May-June 2016
Date of Publication : 2016-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 30-35
Manuscript Number : IJSRSET16232
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

Choudhary Sumit Mukund, Abhijeet Kishore, " Strength and Behavior effects of Steel Fibers RC Wall Panels under different Loadings, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 2, Issue 3, pp.30-35, May-June-2016.
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