Publication Type:

Journal Article

Source:

IOP Conference Series: Materials Science and Engineering, Institute of Physics Publishing, Volume 310, Number 1, p.012046 (2018)

URL:

http://iopscience.iop.org/article/10.1088/1757-899X/310/1/012046/meta

Keywords:

ANSYS software, Applied loading, Concrete beams and girders, Concrete reinforcements, Concretes, Crack evolution, Flexure tests, Helical reinforcements, Horizontal loads, Load limits, Loads (forces), Manufacture, Reinforced concrete, Reinforced concrete beams, Software testing, Transverse reinforcement

Abstract:

<p>In a Reinforced Concrete (R.C) structure, major reinforcement is used for taking up tensile stresses acting on the structure due to applied loading. The present paper reports the behavior of reinforced concrete beams with helical reinforcement (transverse reinforcement) subjected to monotonous loading by 3-point flexure test. The results were compared with identically similar reinforced concrete beams with rectangular stirrups. During the test crack evolution, load carrying capacity and deflection of the beams were monitored, analyzed and compared. Test results indicate that the use of helical reinforcement provides enhanced load carrying capacity and a lower deflection proving to be more ductile, clearly indicating the advantage in carrying horizontal loads. An analysis was also carried out using ANSYS software in order to compare the test results of both the beams. © Published under licence by IOP Publishing Ltd.</p>

Notes:

cited By 0; Conference of International Conference on Advances in Materials and Manufacturing Applications 2017, IConAMMA 2017 ; Conference Date: 17 August 2017 Through 19 August 2017; Conference Code:135135

Cite this Research Publication

N. Kaarthik Krishna, Sandeep, S., and Dr. Mini K. M., “Study on reinforced concrete beams with helical transverse reinforcement”, IOP Conference Series: Materials Science and Engineering, vol. 310, p. 012046, 2018.