Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete

A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing t...
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Autor*in:	Muhammad Ahmad Farooq [verfasserIn] Muhammad Fahad [verfasserIn] Babar Ali [verfasserIn] Shahid ullah [verfasserIn] Mohamed Hechmi El Ouni [verfasserIn] Ahmed Babeker Elhag [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance

Übergeordnetes Werk:	In: Case Studies in Construction Materials - Elsevier, 2017, 16(2022), Seite e01089-
Übergeordnetes Werk:	volume:16 ; year:2022 ; pages:e01089-

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1016/j.cscm.2022.e01089

Katalog-ID:	DOAJ02159340X

Internformat


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520			\|a A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix.
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653		0	\|a Materials of engineering and construction. Mechanics of materials
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700	0		\|a Ahmed Babeker Elhag \|e verfasserin \|4 aut
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spelling	10.1016/j.cscm.2022.e01089 doi (DE-627)DOAJ02159340X (DE-599)DOAJ45f39341f98d4b7890358e4e39ac2687 DE-627 ger DE-627 rakwb eng TA401-492 Muhammad Ahmad Farooq verfasserin aut Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix. Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance Materials of engineering and construction. Mechanics of materials Muhammad Fahad verfasserin aut Babar Ali verfasserin aut Shahid ullah verfasserin aut Mohamed Hechmi El Ouni verfasserin aut Ahmed Babeker Elhag verfasserin aut In Case Studies in Construction Materials Elsevier, 2017 16(2022), Seite e01089- (DE-627)774106875 (DE-600)2745449-6 22145095 nnns volume:16 year:2022 pages:e01089- https://doi.org/10.1016/j.cscm.2022.e01089 kostenfrei https://doaj.org/article/45f39341f98d4b7890358e4e39ac2687 kostenfrei http://www.sciencedirect.com/science/article/pii/S2214509522002212 kostenfrei https://doaj.org/toc/2214-5095 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 AR 16 2022 e01089-
allfields_unstemmed	10.1016/j.cscm.2022.e01089 doi (DE-627)DOAJ02159340X (DE-599)DOAJ45f39341f98d4b7890358e4e39ac2687 DE-627 ger DE-627 rakwb eng TA401-492 Muhammad Ahmad Farooq verfasserin aut Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix. Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance Materials of engineering and construction. Mechanics of materials Muhammad Fahad verfasserin aut Babar Ali verfasserin aut Shahid ullah verfasserin aut Mohamed Hechmi El Ouni verfasserin aut Ahmed Babeker Elhag verfasserin aut In Case Studies in Construction Materials Elsevier, 2017 16(2022), Seite e01089- (DE-627)774106875 (DE-600)2745449-6 22145095 nnns volume:16 year:2022 pages:e01089- https://doi.org/10.1016/j.cscm.2022.e01089 kostenfrei https://doaj.org/article/45f39341f98d4b7890358e4e39ac2687 kostenfrei http://www.sciencedirect.com/science/article/pii/S2214509522002212 kostenfrei https://doaj.org/toc/2214-5095 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 AR 16 2022 e01089-
allfieldsGer	10.1016/j.cscm.2022.e01089 doi (DE-627)DOAJ02159340X (DE-599)DOAJ45f39341f98d4b7890358e4e39ac2687 DE-627 ger DE-627 rakwb eng TA401-492 Muhammad Ahmad Farooq verfasserin aut Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix. Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance Materials of engineering and construction. Mechanics of materials Muhammad Fahad verfasserin aut Babar Ali verfasserin aut Shahid ullah verfasserin aut Mohamed Hechmi El Ouni verfasserin aut Ahmed Babeker Elhag verfasserin aut In Case Studies in Construction Materials Elsevier, 2017 16(2022), Seite e01089- (DE-627)774106875 (DE-600)2745449-6 22145095 nnns volume:16 year:2022 pages:e01089- https://doi.org/10.1016/j.cscm.2022.e01089 kostenfrei https://doaj.org/article/45f39341f98d4b7890358e4e39ac2687 kostenfrei http://www.sciencedirect.com/science/article/pii/S2214509522002212 kostenfrei https://doaj.org/toc/2214-5095 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 AR 16 2022 e01089-
allfieldsSound	10.1016/j.cscm.2022.e01089 doi (DE-627)DOAJ02159340X (DE-599)DOAJ45f39341f98d4b7890358e4e39ac2687 DE-627 ger DE-627 rakwb eng TA401-492 Muhammad Ahmad Farooq verfasserin aut Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix. Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance Materials of engineering and construction. Mechanics of materials Muhammad Fahad verfasserin aut Babar Ali verfasserin aut Shahid ullah verfasserin aut Mohamed Hechmi El Ouni verfasserin aut Ahmed Babeker Elhag verfasserin aut In Case Studies in Construction Materials Elsevier, 2017 16(2022), Seite e01089- (DE-627)774106875 (DE-600)2745449-6 22145095 nnns volume:16 year:2022 pages:e01089- https://doi.org/10.1016/j.cscm.2022.e01089 kostenfrei https://doaj.org/article/45f39341f98d4b7890358e4e39ac2687 kostenfrei http://www.sciencedirect.com/science/article/pii/S2214509522002212 kostenfrei https://doaj.org/toc/2214-5095 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 AR 16 2022 e01089-
language	English
source	In Case Studies in Construction Materials 16(2022), Seite e01089- volume:16 year:2022 pages:e01089-
sourceStr	In Case Studies in Construction Materials 16(2022), Seite e01089- volume:16 year:2022 pages:e01089-
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance Materials of engineering and construction. Mechanics of materials
isfreeaccess_bool	true
container_title	Case Studies in Construction Materials
authorswithroles_txt_mv	Muhammad Ahmad Farooq @@aut@@ Muhammad Fahad @@aut@@ Babar Ali @@aut@@ Shahid ullah @@aut@@ Mohamed Hechmi El Ouni @@aut@@ Ahmed Babeker Elhag @@aut@@
publishDateDaySort_date	2022-01-01T00:00:00Z
hierarchy_top_id	774106875
id	DOAJ02159340X
language_de	englisch
fullrecord	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ02159340X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503055251.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230226s2022 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.cscm.2022.e01089</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ02159340X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ45f39341f98d4b7890358e4e39ac2687</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA401-492</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Muhammad Ahmad Farooq</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. 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callnumber-first	T - Technology
author	Muhammad Ahmad Farooq
spellingShingle	Muhammad Ahmad Farooq misc TA401-492 misc Nylon fiber misc Brush bristles misc Fibers and environment misc Mechanical performance misc Ductility misc Crack resistance misc Materials of engineering and construction. Mechanics of materials Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete
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topic_title	TA401-492 Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete Nylon fiber Brush bristles Fibers and environment Mechanical performance Ductility Crack resistance
topic	misc TA401-492 misc Nylon fiber misc Brush bristles misc Fibers and environment misc Mechanical performance misc Ductility misc Crack resistance misc Materials of engineering and construction. Mechanics of materials
topic_unstemmed	misc TA401-492 misc Nylon fiber misc Brush bristles misc Fibers and environment misc Mechanical performance misc Ductility misc Crack resistance misc Materials of engineering and construction. Mechanics of materials
topic_browse	misc TA401-492 misc Nylon fiber misc Brush bristles misc Fibers and environment misc Mechanical performance misc Ductility misc Crack resistance misc Materials of engineering and construction. Mechanics of materials
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title	Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete
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title_full	Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete
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author_browse	Muhammad Ahmad Farooq Muhammad Fahad Babar Ali Shahid ullah Mohamed Hechmi El Ouni Ahmed Babeker Elhag
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title_sort	influence of nylon fibers recycled from the scrap brushes on the properties of concrete: valorization of plastic waste in concrete
callnumber	TA401-492
title_auth	Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete
abstract	A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix.
abstractGer	A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix.
abstract_unstemmed	A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix.
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title_short	Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete
url	https://doi.org/10.1016/j.cscm.2022.e01089 https://doaj.org/article/45f39341f98d4b7890358e4e39ac2687 http://www.sciencedirect.com/science/article/pii/S2214509522002212 https://doaj.org/toc/2214-5095
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up_date	2024-07-03T21:45:47.487Z
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fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ02159340X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503055251.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230226s2022 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.cscm.2022.e01089</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ02159340X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ45f39341f98d4b7890358e4e39ac2687</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA401-492</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Muhammad Ahmad Farooq</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">A vast amount of nylon waste is being generated as paintbrushes, and how to reuse post-consumer nylon waste is a new crisis. The eco-friendly development of fiber reinforced concrete (FRC) is a major challenge in the construction industry considering the high cost of engineered fibers. Thus, owing to high tensile strength, recycled nylon fiber (RNF) derived from nylon waste can be used in FRC as an eco-friendly and cheaper alternative to engineered fibers. This study assessed the influence of RNF on the properties of medium-strength concrete. Therefore, concrete mixes were prepared and studied with various volume fractions of RNF i.e., 0.05%, 0.1%, 0.15%, 0.25%, 0.5%, 0.75%, 0.85% and 1%. Physical (density, and ultrasonic pulse velocity-UPV), mechanical (compressive strength-CS, splitting-tensile strength-SPS, and flexural-tensile strength-FS), and permeability (water absorption-WA and chloride penetration depth-CPD) properties of all mixes were examined and compared. The experimental findings proved that higher volume fractions of RNF showed a ‘reducing effect’ on CS. For best SPS and FS, results recommended doses of RNF are 0.25%, and 0.75%, respectively. At optimum RNF doses, net improvements of 24.2% and 14.1% were noticed in FS and SPS, correspondingly w.r.t control mixture. RNF enhanced the crack-resistance of plain concrete by delaying the failure under tensile and flexural load. The incorporation of a 0.05–0.5% volume fraction of RNF was beneficial to minimize the WA and CPD. Minimum permeability is achieved at the incorporation of 0.1–0.15% of RNF, for instance, at 0.15% RNF, WA and CPD of concrete were reduced by 11.5% and 29.2%, respectively w.r.t control mix.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Nylon fiber</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Brush bristles</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Fibers and environment</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mechanical performance</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ductility</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Crack resistance</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Materials of engineering and construction. 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in Construction Materials</subfield><subfield code="d">Elsevier, 2017</subfield><subfield code="g">16(2022), Seite e01089-</subfield><subfield code="w">(DE-627)774106875</subfield><subfield code="w">(DE-600)2745449-6</subfield><subfield code="x">22145095</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:16</subfield><subfield code="g">year:2022</subfield><subfield code="g">pages:e01089-</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.cscm.2022.e01089</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/45f39341f98d4b7890358e4e39ac2687</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.sciencedirect.com/science/article/pii/S2214509522002212</subfield><subfield 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Influence of nylon fibers recycled from the scrap brushes on the properties of concrete: Valorization of plastic waste in concrete

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