Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Response of Simply Supported Concrete Beams Reinforced with Steel and Polypropylene Fibers Under the Influence of Low Velocity Impact

Version 1 : Received: 12 December 2023 / Approved: 13 December 2023 / Online: 13 December 2023 (04:53:56 CET)

A peer-reviewed article of this Preprint also exists.

Halmandge, G., & Harsoor, R. (2023). Response of Simply Supported Concrete Beams Reinforced with Steel and Polypropylene Fibers Under the Influence of Low Velocity Impact. International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162. Halmandge, G., & Harsoor, R. (2023). Response of Simply Supported Concrete Beams Reinforced with Steel and Polypropylene Fibers Under the Influence of Low Velocity Impact. International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162.

Abstract

To investigate the structural behavior of simply supported concrete beams with steel and polypropylene fiber under low velocity impact loading. In all twenty-four beams (150X200X1800 mm) with simply supported boundary condition were modeled and analyzed using ABAQUS software. Steel and polypropylene fibers of aspect ratio of 60 and 231 respectively are used. The total volumes of fibers are maintained at 1% by volume of specimen. A 100 kg hammer with tip diameter 16 mm (hemispherical contact area = 201 mm2) with four different velocities (3.13 m/s, 4.42 m/s, 5.43 m/s and 6.11 m/s) were used in the analysis. It is observed that with the addition of hybrid fibers the deflection in beams was reduced. The beams with 1% PP and 0% steel fiber shows the maximum deflection values due to low modulus of elasticity. Beams with 0.9% steel and 0.1% polypropylene fibers was less affected in terms of deflection as compared to all other beams, it is due to presence of high tensile strength fibers.

Keywords

Steel; Polypropylene fiber; low velocity impact; ABAQUS

Subject

Engineering, Civil Engineering

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