Locating the site of diagonal tension crack initiation and path in reinforced concrete beams

The most favorable site of diagonal tension crack initiation has been attempted to be located. Due to the numerous interacted parameters affecting both site and angle of diagonal tension crack initiation, twelve possible sites were investigated, at midheight of the shear span and at the bottom surfa...

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Main Authors: H.S.S. Abou El-Mal, A.S. Sherbini, H.E.M. Sallam
Format: Article
Language:English
Published: Elsevier 2015-03-01
Series:Ain Shams Engineering Journal
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2090447914001440
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spelling doaj-c29edca0758b4cff967e28b742a3941f2021-06-02T04:50:47ZengElsevierAin Shams Engineering Journal2090-44792015-03-0161172410.1016/j.asej.2014.10.006Locating the site of diagonal tension crack initiation and path in reinforced concrete beamsH.S.S. Abou El-MalA.S. SherbiniH.E.M. SallamThe most favorable site of diagonal tension crack initiation has been attempted to be located. Due to the numerous interacted parameters affecting both site and angle of diagonal tension crack initiation, twelve possible sites were investigated, at midheight of the shear span and at the bottom surface near the support of the beam with vertical and diagonal orientations. The first diagonal tension crack initiated from the bottom tip of the diagonal pre-crack at midheight of the beam as a result of constraint release. To verify the previous finding, a single diagonal pre-crack has been created at midheight of only one side of the shear spans in both normal and fiber reinforced concrete (FRC) beams. FRC beam showed different behavior, where couple of diagonal tension cracks initiated at both sides from the tip of flexural cracks regardless of the existence of pre-crack at one side of the beam.http://www.sciencedirect.com/science/article/pii/S2090447914001440RC beamsFiber reinforced concreteDiagonal tension crackShear failure
collection DOAJ
language English
format Article
sources DOAJ
author H.S.S. Abou El-Mal
A.S. Sherbini
H.E.M. Sallam
spellingShingle H.S.S. Abou El-Mal
A.S. Sherbini
H.E.M. Sallam
Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
Ain Shams Engineering Journal
RC beams
Fiber reinforced concrete
Diagonal tension crack
Shear failure
author_facet H.S.S. Abou El-Mal
A.S. Sherbini
H.E.M. Sallam
author_sort H.S.S. Abou El-Mal
title Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
title_short Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
title_full Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
title_fullStr Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
title_full_unstemmed Locating the site of diagonal tension crack initiation and path in reinforced concrete beams
title_sort locating the site of diagonal tension crack initiation and path in reinforced concrete beams
publisher Elsevier
series Ain Shams Engineering Journal
issn 2090-4479
publishDate 2015-03-01
description The most favorable site of diagonal tension crack initiation has been attempted to be located. Due to the numerous interacted parameters affecting both site and angle of diagonal tension crack initiation, twelve possible sites were investigated, at midheight of the shear span and at the bottom surface near the support of the beam with vertical and diagonal orientations. The first diagonal tension crack initiated from the bottom tip of the diagonal pre-crack at midheight of the beam as a result of constraint release. To verify the previous finding, a single diagonal pre-crack has been created at midheight of only one side of the shear spans in both normal and fiber reinforced concrete (FRC) beams. FRC beam showed different behavior, where couple of diagonal tension cracks initiated at both sides from the tip of flexural cracks regardless of the existence of pre-crack at one side of the beam.
topic RC beams
Fiber reinforced concrete
Diagonal tension crack
Shear failure
url http://www.sciencedirect.com/science/article/pii/S2090447914001440
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