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Comparative Study of Normal, Mono and Hybrid Fiber Reinforced Concrete

Author(s):

Manjunatha , VTU PG CENTRE KALABURAGI; Brijhbhushan S, VTU PG CENTRE KALABURAGI; Maneeth P D, VTU PG CENTRE KALABURAGI

Keywords:

Crimped Steel Fibers, High Density Polyethylene Fibers, Compressive Strength, Flexural Strength

Abstract

In this study Steel fibre of crimped shape and high density polyethylene Fibre (HDPE) are used. Steel fibre of dimension 5 mm length and 2 mm width and HDPE of dimension 5 mm length and 2 mm width. These smart materials are mixed in the concrete with percentage of HDPE fibre Mono FRC 0.5% and HFRC of 0.25% SF + 0.25% HDPE fibers. For M-30 grade of concrete slump test, compressive strength test, flexural and split tensile test are carried out curing period of 28 days. The results are showed that particular percentage of fibre and strength compared with normal to mono FRC to HFRC concrete. strength is increased in both Mono and HFRC compared to normal concrete.

Other Details

Paper ID: IJSRDV4I50809
Published in: Volume : 4, Issue : 5
Publication Date: 01/08/2016
Page(s): 1409-1411

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