Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers

The compressive strength of recycled aggregate concrete reinforced with polypropylene fibers was investigated. The possibility of using polypropylene fibers (PPF) in the recycled aggregate concrete (RCA) was extensively studied. Moreover, the mixes experimented were using different RCA replacement r...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Omar, Turk (author)
منشور في: 2021
الموضوعات:
الوصول للمادة أونلاين:https://bspace.buid.ac.ae/handle/1234/1907
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_version_ 1862980610548563968
author Omar, Turk
author_facet Omar, Turk
author_role author
dc.creator.none.fl_str_mv Omar, Turk
dc.date.none.fl_str_mv 2021-10-04T12:09:47Z
2021-10-04T12:09:47Z
2021-05
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv 20191820
https://bspace.buid.ac.ae/handle/1234/1907
dc.language.none.fl_str_mv en
dc.publisher.none.fl_str_mv The British University in Dubai (BUiD)
dc.subject.none.fl_str_mv compressive strength
polypropylene fiber
concrete
recycled material
Recycled Aggregate Concrete (RAC)
dc.title.none.fl_str_mv Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
dc.type.none.fl_str_mv Dissertation
description The compressive strength of recycled aggregate concrete reinforced with polypropylene fibers was investigated. The possibility of using polypropylene fibers (PPF) in the recycled aggregate concrete (RCA) was extensively studied. Moreover, the mixes experimented were using different RCA replacement ratios and different PPF content. The results present the compressive strength behavior of Recycled Aggregate Concrete (RAC) with and without addition of Polypropylene (PP) fibers. The normal coarse aggregate was replaced by recycle aggregate in the percentage of 0, 25, and 50%. The polypropylene fibers (PP) were used in the recycle aggregate concrete by 0.2% and 0.35% by volume. The values of compressive strength of the natural aggregates concrete (NAC) were set as a control. 27 concrete cubes (150x150x150mm) for each RAC and NAC were casted making a total of 54 concrete cubes. Three cubes for each designed mix were also cured for 7 days and 28 days. The test results revealed that the incorporation of PP fibers did not considerably change the compressive strength and the density of concrete, but the compressive strength of RAC was satisfactory at the early ages until the later ages where NAC was higher than RAC. Therefore, use of recycled aggregate concrete showed tolerable performance with respect to compressive strength and will have a better employment at fast setting concrete where early strength is required. Furthermore, more studies are necessary to determine the effect on durability and enhancement to the workability.
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network_name_str The British University in Dubai repository
oai_identifier_str oai:bspace.buid.ac.ae:1234/1907
publishDate 2021
publisher.none.fl_str_mv The British University in Dubai (BUiD)
repository.mail.fl_str_mv
repository.name.fl_str_mv
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spelling Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene FibersOmar, Turkcompressive strengthpolypropylene fiberconcreterecycled materialRecycled Aggregate Concrete (RAC)The compressive strength of recycled aggregate concrete reinforced with polypropylene fibers was investigated. The possibility of using polypropylene fibers (PPF) in the recycled aggregate concrete (RCA) was extensively studied. Moreover, the mixes experimented were using different RCA replacement ratios and different PPF content. The results present the compressive strength behavior of Recycled Aggregate Concrete (RAC) with and without addition of Polypropylene (PP) fibers. The normal coarse aggregate was replaced by recycle aggregate in the percentage of 0, 25, and 50%. The polypropylene fibers (PP) were used in the recycle aggregate concrete by 0.2% and 0.35% by volume. The values of compressive strength of the natural aggregates concrete (NAC) were set as a control. 27 concrete cubes (150x150x150mm) for each RAC and NAC were casted making a total of 54 concrete cubes. Three cubes for each designed mix were also cured for 7 days and 28 days. The test results revealed that the incorporation of PP fibers did not considerably change the compressive strength and the density of concrete, but the compressive strength of RAC was satisfactory at the early ages until the later ages where NAC was higher than RAC. Therefore, use of recycled aggregate concrete showed tolerable performance with respect to compressive strength and will have a better employment at fast setting concrete where early strength is required. Furthermore, more studies are necessary to determine the effect on durability and enhancement to the workability.The British University in Dubai (BUiD)2021-10-04T12:09:47Z2021-10-04T12:09:47Z2021-05Dissertationapplication/pdf20191820https://bspace.buid.ac.ae/handle/1234/1907enoai:bspace.buid.ac.ae:1234/19072021-10-20T11:35:30Z
spellingShingle Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
Omar, Turk
compressive strength
polypropylene fiber
concrete
recycled material
Recycled Aggregate Concrete (RAC)
title Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
title_full Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
title_fullStr Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
title_full_unstemmed Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
title_short Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
title_sort Evaluation of Compressive Strength for Recycled Aggregate Concrete Reinforced with Polypropylene Fibers
topic compressive strength
polypropylene fiber
concrete
recycled material
Recycled Aggregate Concrete (RAC)
url https://bspace.buid.ac.ae/handle/1234/1907