The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength

The use of fibers in cement composites has been shown to improve the mechanical properties of concrete through the fiber-bridging effect, which implies the fiber’s crack-resisting property. Additionally, the combination of two or more different fibers in the concrete mixture yielded better strength...

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Main Authors: Sheikh Mohd Iqbal S Zainal Abidin, Hejazi, F., Aziz, F.N.A.A., Jaafar, M.S.
Format: Article
Language:English
English
Published: Springer Verlag 2021
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Online Access:https://eprints.ums.edu.my/id/eprint/31278/1/The%20synergistic%20effects%20of%20different%20types%20of%20hybridized%20synthetic%20fibers%20on%20concrete%20post-crack%20residual%20strength.pdf
https://eprints.ums.edu.my/id/eprint/31278/3/The%20Synergistic%20Effects%20of%20Different%20Types%20of%20Hybridized%20Synthetic%20Fibers%20on%20Concrete%20Post-Crack%20Residual%20Strength.pdf
https://eprints.ums.edu.my/id/eprint/31278/
https://link.springer.com/article/10.1007/s12205-021-1061-2
https://doi.org/10.1007/s12205-021-1061-2
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spelling my.ums.eprints.312782021-11-29T08:23:59Z https://eprints.ums.edu.my/id/eprint/31278/ The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength Sheikh Mohd Iqbal S Zainal Abidin Hejazi, F. Aziz, F.N.A.A. Jaafar, M.S. TA1-2040 Engineering (General). Civil engineering (General) The use of fibers in cement composites has been shown to improve the mechanical properties of concrete through the fiber-bridging effect, which implies the fiber’s crack-resisting property. Additionally, the combination of two or more different fibers in the concrete mixture yielded better strength than the individual fibers due to its more versatile applications. Therefore, this study was conducted to investigate the combination of multiple synthetic fibers to improve the concrete residual strength and evaluate the hybridization synergistic effect. Ferro macro-sized fiber (FF) as the primary load-bearing fiber and four different secondary synthetic microfibers comprising Ultra-Net (UN), Super-Net (SN), Econo-Net (EN), and Nylo-Mono (NM) were utilized to develop a total of 16 hybrid fiber reinforced concrete (HyFRC) combinations and the performance were compared against their single-fiber counterpart. The tensile strength, bonding power, physical form, length, and volume fraction of the fibers were measured under the ASTM C1399 test standard in order to calculate the average residual strength (ARS) of concrete in the post-cracking region as well as to assess the synergistic effect of the fiber combination. The results recorded positive fiber synergy for all specimens tested. In addition, the Ferro-Nylo, Ferro-Super, Ferro-Econo, and Ferro-Ultra hybrids improved the ARS compared to the controlled specimens by 20.41, 10.2, 7.48, and 6.12%, respectively. Springer Verlag 2021 Article PeerReviewed text en https://eprints.ums.edu.my/id/eprint/31278/1/The%20synergistic%20effects%20of%20different%20types%20of%20hybridized%20synthetic%20fibers%20on%20concrete%20post-crack%20residual%20strength.pdf text en https://eprints.ums.edu.my/id/eprint/31278/3/The%20Synergistic%20Effects%20of%20Different%20Types%20of%20Hybridized%20Synthetic%20Fibers%20on%20Concrete%20Post-Crack%20Residual%20Strength.pdf Sheikh Mohd Iqbal S Zainal Abidin and Hejazi, F. and Aziz, F.N.A.A. and Jaafar, M.S. (2021) The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength. KSCE Journal of Civil Engineering. pp. 1-12. ISSN 1226-7988 https://link.springer.com/article/10.1007/s12205-021-1061-2 https://doi.org/10.1007/s12205-021-1061-2
institution Universiti Malaysia Sabah
building UMS Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sabah
content_source UMS Institutional Repository
url_provider http://eprints.ums.edu.my/
language English
English
topic TA1-2040 Engineering (General). Civil engineering (General)
spellingShingle TA1-2040 Engineering (General). Civil engineering (General)
Sheikh Mohd Iqbal S Zainal Abidin
Hejazi, F.
Aziz, F.N.A.A.
Jaafar, M.S.
The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
description The use of fibers in cement composites has been shown to improve the mechanical properties of concrete through the fiber-bridging effect, which implies the fiber’s crack-resisting property. Additionally, the combination of two or more different fibers in the concrete mixture yielded better strength than the individual fibers due to its more versatile applications. Therefore, this study was conducted to investigate the combination of multiple synthetic fibers to improve the concrete residual strength and evaluate the hybridization synergistic effect. Ferro macro-sized fiber (FF) as the primary load-bearing fiber and four different secondary synthetic microfibers comprising Ultra-Net (UN), Super-Net (SN), Econo-Net (EN), and Nylo-Mono (NM) were utilized to develop a total of 16 hybrid fiber reinforced concrete (HyFRC) combinations and the performance were compared against their single-fiber counterpart. The tensile strength, bonding power, physical form, length, and volume fraction of the fibers were measured under the ASTM C1399 test standard in order to calculate the average residual strength (ARS) of concrete in the post-cracking region as well as to assess the synergistic effect of the fiber combination. The results recorded positive fiber synergy for all specimens tested. In addition, the Ferro-Nylo, Ferro-Super, Ferro-Econo, and Ferro-Ultra hybrids improved the ARS compared to the controlled specimens by 20.41, 10.2, 7.48, and 6.12%, respectively.
format Article
author Sheikh Mohd Iqbal S Zainal Abidin
Hejazi, F.
Aziz, F.N.A.A.
Jaafar, M.S.
author_facet Sheikh Mohd Iqbal S Zainal Abidin
Hejazi, F.
Aziz, F.N.A.A.
Jaafar, M.S.
author_sort Sheikh Mohd Iqbal S Zainal Abidin
title The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
title_short The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
title_full The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
title_fullStr The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
title_full_unstemmed The synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
title_sort synergistic effects of different types of hybridized synthetic fibers on concrete post-crack residual strength
publisher Springer Verlag
publishDate 2021
url https://eprints.ums.edu.my/id/eprint/31278/1/The%20synergistic%20effects%20of%20different%20types%20of%20hybridized%20synthetic%20fibers%20on%20concrete%20post-crack%20residual%20strength.pdf
https://eprints.ums.edu.my/id/eprint/31278/3/The%20Synergistic%20Effects%20of%20Different%20Types%20of%20Hybridized%20Synthetic%20Fibers%20on%20Concrete%20Post-Crack%20Residual%20Strength.pdf
https://eprints.ums.edu.my/id/eprint/31278/
https://link.springer.com/article/10.1007/s12205-021-1061-2
https://doi.org/10.1007/s12205-021-1061-2
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score 13.214268