BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE

The purpose of this paper was concerned of the behavior of six samples of deep beams under the influence of pure torsion. Such samples were self-compacting concrete (SCC) and two ratios of Steel Fibers (SF (were also added (0.75 % and 1.5 %). This study examined the behavior of the samples when pur...

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Main Authors: Muhanad S. Mahdi, Saad K. Mohaisen
Format: Article
Language:Arabic
Published: Mustansiriyah University/College of Engineering 2021-05-01
Series:Journal of Engineering and Sustainable Development
Subjects:
Online Access:https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/54
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author Muhanad S. Mahdi
Saad K. Mohaisen
author_facet Muhanad S. Mahdi
Saad K. Mohaisen
author_sort Muhanad S. Mahdi
collection DOAJ
description The purpose of this paper was concerned of the behavior of six samples of deep beams under the influence of pure torsion. Such samples were self-compacting concrete (SCC) and two ratios of Steel Fibers (SF (were also added (0.75 % and 1.5 %). This study examined the behavior of the samples when pure torsion was applied and reacted to angles of torsion, longitudinal strains and concrete strains. It was obvious from the results of the test that the addition of steel fiber to the SCC mixture increased the strength of the compression and tensile strength, which increased the hardness of the samples, thereby decreasing the response of the samples to the angle of twisting, longitudinal strains of concrete and concrete strains.
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spelling doaj.art-853a067edb8042e59807290c1e03b07e2023-09-15T22:01:04ZaraMustansiriyah University/College of EngineeringJournal of Engineering and Sustainable Development2520-09172520-09252021-05-01253BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUEMuhanad S. Mahdi0Saad K. Mohaisen1Civil Engineering Department, Mustansiriyah University, Baghdad, IraqCivil Engineering Department, Mustansiriyah University, Baghdad, Iraq The purpose of this paper was concerned of the behavior of six samples of deep beams under the influence of pure torsion. Such samples were self-compacting concrete (SCC) and two ratios of Steel Fibers (SF (were also added (0.75 % and 1.5 %). This study examined the behavior of the samples when pure torsion was applied and reacted to angles of torsion, longitudinal strains and concrete strains. It was obvious from the results of the test that the addition of steel fiber to the SCC mixture increased the strength of the compression and tensile strength, which increased the hardness of the samples, thereby decreasing the response of the samples to the angle of twisting, longitudinal strains of concrete and concrete strains. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/54Angle of twistdeep beamsteel fibertorquetorsion
spellingShingle Muhanad S. Mahdi
Saad K. Mohaisen
BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE
Journal of Engineering and Sustainable Development
Angle of twist
deep beam
steel fiber
torque
torsion
title BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE
title_full BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE
title_fullStr BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE
title_full_unstemmed BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE
title_short BEHAVIOR OF STEEL FIBER SELF-COMPACTING CONCRETE HOLLOW DEEP BEAMS UNDER TORQUE
title_sort behavior of steel fiber self compacting concrete hollow deep beams under torque
topic Angle of twist
deep beam
steel fiber
torque
torsion
url https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/54
work_keys_str_mv AT muhanadsmahdi behaviorofsteelfiberselfcompactingconcretehollowdeepbeamsundertorque
AT saadkmohaisen behaviorofsteelfiberselfcompactingconcretehollowdeepbeamsundertorque