IJERT-EMS
IJERT-EMS

Behaviour of Normal, Medium and High Strength Fibrous RC Slab Under Flexure


Behaviour of Normal, Medium and High Strength Fibrous RC Slab Under Flexure
Authors : Manjunath Shevatkar, B. K. Kolhapure
Publication Date: 02-12-2013

Authors

Author(s):  Manjunath Shevatkar, B. K. Kolhapure

Published in:   International Journal of Engineering Research & Technology

License:  This work is licensed under a Creative Commons Attribution 4.0 International License.

Website: www.ijert.org

Volume/Issue:   Vol.2 - Issue 12 (December - 2013)

e-ISSN:   2278-0181

Abstract

An experimental investigation on the behavior of concrete slabs reinforced with conventional steel bars and steel fibers and subjected to flexural loading is presented. An experimental program consisting of tests on steel fiber reinforced concrete (SFRC) slabs with conventional reinforcement and reinforced concrete (RC) slabs was conducted under flexural loading. SFRC slabs include two types of slabs containing steel fibers in two different volume fractions i.e. 1% and 1.5%. The size of slab was fixed. The dimensions of the slabs were (900 x 450 x 50mm and 900 x 450 x 75mm). Tests on conventionally reinforced concrete slabs showed enhanced properties compared to that of RC slabs. The ultimate loads obtained in the experimental investigation were also compared with the theoretical loads for all types of slabs specimens, containing steel fibers in different proportions, have been conducted to establish load?deflection curves. The various parameters, such as, first crack load, ultimate load and with and without steel fibers have been carried out and comparison was made on significant stages of loading.

Citations

Number of Citations for this article:  Data not Available

Keywords

Key Word(s):    

Downloads

Number of Downloads:     2578
Similar-Paper

Call for Papers - May - 2017

        

 

                 Call for Thesis - 2017 

     Publish your Ph.D/Master's Thesis Online

              Publish Ph.D Master Thesis Online as Book