Behaviour of Steel Fiber Reinforced Concrete in Deep Beam for Flexure

Behaviour of Steel Fiber Reinforced Concrete in Deep Beam for Flexure

MISS. RUCHITA SONAR1,

ATMA MALIK INSTITUTE OF TECHNOLOGY AND RESEARCH, SHAHAPUR.

MR. KARAN GAIKWAD 2,

ATMA MALIK INSTITUTE OF TECHNOLOGY AND RESEARCH, SHAHAPUR

MR SANKET PATIL3,

ATMA MALIK INSTITUTE OF TECHNOLOGY AND RESEARCH, SHAHAPUR

MR AVINASH JETHE4,

ATMA MALIK INSTITUTE OF TECHNOLOGY AND RESEARCH, SHAHAPUR

MISS. SONIYA KADAM5,

ATMA MALIK INSTITUTE OF TECHNOLOGY AND RESEARCH, SHAHAPUR.

ABSTRACT-Use of deep beam in construction field saves money as well as increase the strength of structure. Reinforced concrete deep beams have very useful structural application such as piles-caps, water tanks and tall buildings. Addition of steel fibers gives good results to both load carrying capacity and increase the flexural strength of the deep beam. Steel fiber is kind of newly developed reinforced material for concrete widely adopted globally now a day, which features good performance in anti-crack, pressure resistance, anti-abrasion bending toughness, affinity with concrete, reinforcement for construction element compjonent and lengthy service life. Thus by using the steel fiber reinforced deep beam with varying percentage of steel fibers increases the first crack load and the ultimate load which gives the high flexural strength to the structure and achieves economy. This paper includes study of behaviour of steel fiber reinforced concrete in deep beam with advantages, disadvantages, properties of steel fiber etc.

Keywords: Steel Fiber, Beam, Anti-Abrasion Bending Toughness, Affinity, Reinforcement