Effects of shear reinforcement to reinforced concrete beam behaviour

The flexural strength is one of the mechanical properties of concrete. The flex-ural strength of concrete is needed to determine the maximum deflection and also max-imum loads that concrete can maintain at certain times. Shear reinforcements, which are norally provided as vertical stirrups, are plac...

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Main Author: Hadi Al-Hamed, Hashem Talal
Format: Undergraduates Project Papers
Language:English
Published: 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/28043/
http://umpir.ump.edu.my/id/eprint/28043/1/Effects%20of%20shear%20reinforcement%20to%20reinforced%20concrete%20beam.pdf
id ump-28043
recordtype eprints
spelling ump-280432020-03-04T06:14:49Z http://umpir.ump.edu.my/id/eprint/28043/ Effects of shear reinforcement to reinforced concrete beam behaviour Hadi Al-Hamed, Hashem Talal TA Engineering (General). Civil engineering (General) The flexural strength is one of the mechanical properties of concrete. The flex-ural strength of concrete is needed to determine the maximum deflection and also max-imum loads that concrete can maintain at certain times. Shear reinforcements, which are norally provided as vertical stirrups, are placed at varying intervals depending upon the shear conditions acting on a beam. The flexural failure in reinforced concrete beams does not happen suddenly but instead it shows some warning of distress that will occur in the near future. Contradictory to this, the shear failure is sudden, catastrophic and devastating. To avoid any such sudden shear failure, shear reinforcements are provided. Also, the shear reinforcement has a control over the shear strength of the beam. The shear stirrups and are used to increase the shear strength of concrete beams, to avoid the shear failure and to cause a flexural failure. The main aim of this research is to study the effects of shear reinforcement on flexural strength in concrete beam. The concrete mix-ture used in the present study consists of cement, course aggregates, fine aggregates and water. Two types of tests i.e. compressive and flexural were carried out. The samples for compressive strength included cubes with size of 150 mm x 150 mm x 150 mm, while the size of the beams used for flexural strength tests were 150 mm width x 150mm depth x 750mm length. The results show there is no difference in flexural capacity between 3 shear links and 4 shear links, but when add 5 shear links we notice slight increase in the flexural capacity, it is concluded that the addition of links as shear reinforcement slightly effect the flexural capacity. 2019-01 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/28043/1/Effects%20of%20shear%20reinforcement%20to%20reinforced%20concrete%20beam.pdf Hadi Al-Hamed, Hashem Talal (2019) Effects of shear reinforcement to reinforced concrete beam behaviour. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Hadi Al-Hamed, Hashem Talal
Effects of shear reinforcement to reinforced concrete beam behaviour
description The flexural strength is one of the mechanical properties of concrete. The flex-ural strength of concrete is needed to determine the maximum deflection and also max-imum loads that concrete can maintain at certain times. Shear reinforcements, which are norally provided as vertical stirrups, are placed at varying intervals depending upon the shear conditions acting on a beam. The flexural failure in reinforced concrete beams does not happen suddenly but instead it shows some warning of distress that will occur in the near future. Contradictory to this, the shear failure is sudden, catastrophic and devastating. To avoid any such sudden shear failure, shear reinforcements are provided. Also, the shear reinforcement has a control over the shear strength of the beam. The shear stirrups and are used to increase the shear strength of concrete beams, to avoid the shear failure and to cause a flexural failure. The main aim of this research is to study the effects of shear reinforcement on flexural strength in concrete beam. The concrete mix-ture used in the present study consists of cement, course aggregates, fine aggregates and water. Two types of tests i.e. compressive and flexural were carried out. The samples for compressive strength included cubes with size of 150 mm x 150 mm x 150 mm, while the size of the beams used for flexural strength tests were 150 mm width x 150mm depth x 750mm length. The results show there is no difference in flexural capacity between 3 shear links and 4 shear links, but when add 5 shear links we notice slight increase in the flexural capacity, it is concluded that the addition of links as shear reinforcement slightly effect the flexural capacity.
format Undergraduates Project Papers
author Hadi Al-Hamed, Hashem Talal
author_facet Hadi Al-Hamed, Hashem Talal
author_sort Hadi Al-Hamed, Hashem Talal
title Effects of shear reinforcement to reinforced concrete beam behaviour
title_short Effects of shear reinforcement to reinforced concrete beam behaviour
title_full Effects of shear reinforcement to reinforced concrete beam behaviour
title_fullStr Effects of shear reinforcement to reinforced concrete beam behaviour
title_full_unstemmed Effects of shear reinforcement to reinforced concrete beam behaviour
title_sort effects of shear reinforcement to reinforced concrete beam behaviour
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/28043/
http://umpir.ump.edu.my/id/eprint/28043/1/Effects%20of%20shear%20reinforcement%20to%20reinforced%20concrete%20beam.pdf
first_indexed 2023-09-18T22:44:00Z
last_indexed 2023-09-18T22:44:00Z
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