Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete

Ultra-High Performance Concrete (UHPC), is a high-strength, ductile material formulated by combining ordinary Portland cement, silica fume, quartz flour, fine silica sand, water and steel or organic fibers. It is state that the strength of UHPC has more than 100 MPa compressive strength. The success...

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Main Author: Mohamad Amirulnain, Adi
Format: Undergraduates Project Papers
Language:English
Published: 2017
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Online Access:http://umpir.ump.edu.my/id/eprint/25705/1/Influence%20of%20elevated%20temperature%20on%20compressive%20strength%20of%20rubberized.pdf
http://umpir.ump.edu.my/id/eprint/25705/
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spelling my.ump.umpir.257052021-05-31T07:41:04Z http://umpir.ump.edu.my/id/eprint/25705/ Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete Mohamad Amirulnain, Adi TA Engineering (General). Civil engineering (General) Ultra-High Performance Concrete (UHPC), is a high-strength, ductile material formulated by combining ordinary Portland cement, silica fume, quartz flour, fine silica sand, water and steel or organic fibers. It is state that the strength of UHPC has more than 100 MPa compressive strength. The successful production of UHPC depends on its material ingredients and mixture proportioning, which leads to denser and relatively more homogenous particle packing. A series of UHPC mix proportion was designed by replacing the conventional sand with waste rubber chipped (WRC) and Waste Rubber Powder(WRP). The levels of replacement comprise of 5%, 10% and 15% of WRC and WRP from the weight of sand used. In this study, the effects of elevated temperatures at 100°C, 180°C and 260°C on the compressive strength of rubberized-UHPC was studied. The weight loss ratio of the rubberized-UHPC also was taken to compare the percentage of weight loss before and after the heat treatment. The result shows that the inclusion of WRC and WRP in UHPC mix recorded no enhancement in strength as compared to plain UHPC. However, UHPC with 5% WRC and WRP shows a comparable to that plain UHPC. It also found that the compressive strength at 100 °C was higher as compared to other temperatures for 5% mix at 28 days curing and it is comparable to other temperature. For weight loss, the result show the percentage of weight loss was gradually increase with percentage of WRC and WRP for 7, 14 and 28 days . The higher weight loss obtained after the specimen was heated at 260°C for 28 days. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/25705/1/Influence%20of%20elevated%20temperature%20on%20compressive%20strength%20of%20rubberized.pdf Mohamad Amirulnain, Adi (2017) Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mohamad Amirulnain, Adi
Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
description Ultra-High Performance Concrete (UHPC), is a high-strength, ductile material formulated by combining ordinary Portland cement, silica fume, quartz flour, fine silica sand, water and steel or organic fibers. It is state that the strength of UHPC has more than 100 MPa compressive strength. The successful production of UHPC depends on its material ingredients and mixture proportioning, which leads to denser and relatively more homogenous particle packing. A series of UHPC mix proportion was designed by replacing the conventional sand with waste rubber chipped (WRC) and Waste Rubber Powder(WRP). The levels of replacement comprise of 5%, 10% and 15% of WRC and WRP from the weight of sand used. In this study, the effects of elevated temperatures at 100°C, 180°C and 260°C on the compressive strength of rubberized-UHPC was studied. The weight loss ratio of the rubberized-UHPC also was taken to compare the percentage of weight loss before and after the heat treatment. The result shows that the inclusion of WRC and WRP in UHPC mix recorded no enhancement in strength as compared to plain UHPC. However, UHPC with 5% WRC and WRP shows a comparable to that plain UHPC. It also found that the compressive strength at 100 °C was higher as compared to other temperatures for 5% mix at 28 days curing and it is comparable to other temperature. For weight loss, the result show the percentage of weight loss was gradually increase with percentage of WRC and WRP for 7, 14 and 28 days . The higher weight loss obtained after the specimen was heated at 260°C for 28 days.
format Undergraduates Project Papers
author Mohamad Amirulnain, Adi
author_facet Mohamad Amirulnain, Adi
author_sort Mohamad Amirulnain, Adi
title Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
title_short Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
title_full Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
title_fullStr Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
title_full_unstemmed Influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
title_sort influence of elevated temperature on compressive strength of rubberized ultra-high performance concrete
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/25705/1/Influence%20of%20elevated%20temperature%20on%20compressive%20strength%20of%20rubberized.pdf
http://umpir.ump.edu.my/id/eprint/25705/
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score 13.211869