Flexural Behaviour Of Confined Fibers Reinforced High Strength Concrete Beams

Abdullah Asad; Syed Mutasim Ali Museeb; Mohd Syeed Ur Rahman; Salahuddin Shakeeb

Flexural Behaviour Of Confined Fibers Reinforced High Strength Concrete Beams

Authors: Abdullah Asad, Syed Mutasim Ali Museeb, Mohd Syeed Ur Rahman, Salahuddin Shakeeb

Unique Paper ID: 165645
Volume: 11
Issue: 1
PageNo: 1566-1571

Keywords: Wire Mesh Glass Fibers Flexibility Ductility Stiffness

Abstract:
Concrete is a widely used building material because of its special properties, such as high compressive strength and durability. The use of cement in the construction field has increased as urbanization has expanded. Many studies are currently underway in the era of urbanization to use western concrete material in construction to minimize construction costs. At present it is known that the ductility of concrete can be improved by confining the concrete with steel binders and such concrete being called as confined concrete. The spacing limitations of stirrups, limit the confinement offered by stirrups. To overcome this, the confinement with fibers and wire mesh has been suggested as one of the alternative. The investigation on fibers confined reinforced concrete beams revealed that the additional confinement due to combination of wire mesh and fiber reinforcement arrest the cracking, ultimate load as well as ductility of the composite. The stiffness of the beam increases due to confinement with wire mesh, glass fibers and steel fibers

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Cite This Article

ISSN: 2349-6002
Volume: 11
Issue: 1
PageNo: 1566-1571

Flexural Behaviour Of Confined Fibers Reinforced High Strength Concrete Beams

Available:https://ijirt.org/Article?manuscript=165645

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Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

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