Shear Strength of Fiber Reinforced Recycled Aggregate Concrete

In this paper, shear strength of fiber reinforced recycled concrete was investigated. A Self Consolidated Concrete (SCC) matrix with 100% coarse recycled aggregate and different types of fibers were used in the study. Steel (3D and 5D), synthetic and hybrid fibers with a volume fraction of 0.75% wer...

وصف كامل

محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Ghoneim, Mohamed Ramadan (author)
مؤلفون آخرون: Yehia, Ayatollah (author), Yehia, Sherif (author), Abuzaid, Wael (author)
التنسيق: article
منشور في: 2020
الموضوعات:
الوصول للمادة أونلاين:http://hdl.handle.net/11073/19792
الوسوم: إضافة وسم
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author Ghoneim, Mohamed Ramadan
author2 Yehia, Ayatollah
Yehia, Sherif
Abuzaid, Wael
author2_role author
author
author
author_facet Ghoneim, Mohamed Ramadan
Yehia, Ayatollah
Yehia, Sherif
Abuzaid, Wael
author_role author
dc.creator.none.fl_str_mv Ghoneim, Mohamed Ramadan
Yehia, Ayatollah
Yehia, Sherif
Abuzaid, Wael
dc.date.none.fl_str_mv 2020-09-22T04:16:26Z
2020-09-22T04:16:26Z
2020
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv Ghoneim, M.; Yehia, A.; Yehia, S.; Abuzaid, W. Shear Strength of Fiber Reinforced Recycled Aggregate Concrete. Materials 2020, 13, 4183.
1996-1944
http://hdl.handle.net/11073/19792
10.3390/ma13184183
dc.language.none.fl_str_mv en_US
dc.publisher.none.fl_str_mv MDPI
dc.relation.none.fl_str_mv https://doi.org/10.3390/ma13184183
dc.subject.none.fl_str_mv Concrete shear strength
Recycled aggregate
Steel fiber
Synthetic and hybrid fibers
dc.title.none.fl_str_mv Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
dc.type.none.fl_str_mv Peer-Reviewed
Published version
info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/article
description In this paper, shear strength of fiber reinforced recycled concrete was investigated. A Self Consolidated Concrete (SCC) matrix with 100% coarse recycled aggregate and different types of fibers were used in the study. Steel (3D and 5D), synthetic and hybrid fibers with a volume fraction of 0.75% were added to the concrete matrix to prepare eight beams. In addition, two beams were cast without fibers as control specimens. All beams were prepared without shear reinforcement and were tested to evaluate concrete contribution to the shear capacity. In addition, optical images were captured to allow for full-field displacement measurements using Digital Image Correlation (DIC). The results showed about 23.44–64.48% improvement in the average concrete shear capacity for fiber-reinforced beams when compared to that of the control specimens. The percentage improvement was affected by fiber type and the steel fiber beams achieved the best performance. The addition of the fiber delayed the crack initiation and improved the post-cracking and ductile behavior of all beams. Moreover, the experimental results were compared to those predicted by codes and proposed equations found in the literature for concrete strength with and without fibers.
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identifier_str_mv Ghoneim, M.; Yehia, A.; Yehia, S.; Abuzaid, W. Shear Strength of Fiber Reinforced Recycled Aggregate Concrete. Materials 2020, 13, 4183.
1996-1944
10.3390/ma13184183
language_invalid_str_mv en_US
network_acronym_str aus
network_name_str aus
oai_identifier_str oai:repository.aus.edu:11073/19792
publishDate 2020
publisher.none.fl_str_mv MDPI
repository.mail.fl_str_mv
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spelling Shear Strength of Fiber Reinforced Recycled Aggregate ConcreteGhoneim, Mohamed RamadanYehia, AyatollahYehia, SherifAbuzaid, WaelConcrete shear strengthRecycled aggregateSteel fiberSynthetic and hybrid fibersIn this paper, shear strength of fiber reinforced recycled concrete was investigated. A Self Consolidated Concrete (SCC) matrix with 100% coarse recycled aggregate and different types of fibers were used in the study. Steel (3D and 5D), synthetic and hybrid fibers with a volume fraction of 0.75% were added to the concrete matrix to prepare eight beams. In addition, two beams were cast without fibers as control specimens. All beams were prepared without shear reinforcement and were tested to evaluate concrete contribution to the shear capacity. In addition, optical images were captured to allow for full-field displacement measurements using Digital Image Correlation (DIC). The results showed about 23.44–64.48% improvement in the average concrete shear capacity for fiber-reinforced beams when compared to that of the control specimens. The percentage improvement was affected by fiber type and the steel fiber beams achieved the best performance. The addition of the fiber delayed the crack initiation and improved the post-cracking and ductile behavior of all beams. Moreover, the experimental results were compared to those predicted by codes and proposed equations found in the literature for concrete strength with and without fibers.MDPI2020-09-22T04:16:26Z2020-09-22T04:16:26Z2020Peer-ReviewedPublished versioninfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfGhoneim, M.; Yehia, A.; Yehia, S.; Abuzaid, W. Shear Strength of Fiber Reinforced Recycled Aggregate Concrete. Materials 2020, 13, 4183.1996-1944http://hdl.handle.net/11073/1979210.3390/ma13184183en_UShttps://doi.org/10.3390/ma13184183oai:repository.aus.edu:11073/197922024-08-22T12:09:22Z
spellingShingle Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
Ghoneim, Mohamed Ramadan
Concrete shear strength
Recycled aggregate
Steel fiber
Synthetic and hybrid fibers
status_str publishedVersion
title Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
title_full Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
title_fullStr Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
title_full_unstemmed Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
title_short Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
title_sort Shear Strength of Fiber Reinforced Recycled Aggregate Concrete
topic Concrete shear strength
Recycled aggregate
Steel fiber
Synthetic and hybrid fibers
url http://hdl.handle.net/11073/19792