Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage
This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous sh...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Ren, Guosheng [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022transfer abstract |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Self-assembled 3D hierarchical MnCO - Rajendiran, Rajmohan ELSEVIER, 2020, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:332 ; year:2022 ; day:15 ; month:01 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.jclepro.2021.130105 |
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ELV056403232 |
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| 520 | |a This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. | ||
| 520 | |a This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. | ||
| 650 | 7 | |a Relative humidity |2 Elsevier | |
| 650 | 7 | |a UHPC |2 Elsevier | |
| 650 | 7 | |a Sisal fibers |2 Elsevier | |
| 650 | 7 | |a Microstructure |2 Elsevier | |
| 650 | 7 | |a Autogenous shrinkage |2 Elsevier | |
| 700 | 1 | |a Yao, Bin |4 oth | |
| 700 | 1 | |a Ren, Miao |4 oth | |
| 700 | 1 | |a Gao, Xiaojian |4 oth | |
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10.1016/j.jclepro.2021.130105 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001634.pica (DE-627)ELV056403232 (ELSEVIER)S0959-6526(21)04271-2 DE-627 ger DE-627 rakwb eng 540 VZ 35.18 bkl Ren, Guosheng verfasserin aut Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. Relative humidity Elsevier UHPC Elsevier Sisal fibers Elsevier Microstructure Elsevier Autogenous shrinkage Elsevier Yao, Bin oth Ren, Miao oth Gao, Xiaojian oth Enthalten in Elsevier Science Rajendiran, Rajmohan ELSEVIER Self-assembled 3D hierarchical MnCO 2020 Amsterdam [u.a.] (DE-627)ELV003750353 volume:332 year:2022 day:15 month:01 pages:0 https://doi.org/10.1016/j.jclepro.2021.130105 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 35.18 Kolloidchemie Grenzflächenchemie VZ AR 332 2022 15 0115 0 |
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10.1016/j.jclepro.2021.130105 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001634.pica (DE-627)ELV056403232 (ELSEVIER)S0959-6526(21)04271-2 DE-627 ger DE-627 rakwb eng 540 VZ 35.18 bkl Ren, Guosheng verfasserin aut Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. Relative humidity Elsevier UHPC Elsevier Sisal fibers Elsevier Microstructure Elsevier Autogenous shrinkage Elsevier Yao, Bin oth Ren, Miao oth Gao, Xiaojian oth Enthalten in Elsevier Science Rajendiran, Rajmohan ELSEVIER Self-assembled 3D hierarchical MnCO 2020 Amsterdam [u.a.] (DE-627)ELV003750353 volume:332 year:2022 day:15 month:01 pages:0 https://doi.org/10.1016/j.jclepro.2021.130105 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 35.18 Kolloidchemie Grenzflächenchemie VZ AR 332 2022 15 0115 0 |
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10.1016/j.jclepro.2021.130105 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001634.pica (DE-627)ELV056403232 (ELSEVIER)S0959-6526(21)04271-2 DE-627 ger DE-627 rakwb eng 540 VZ 35.18 bkl Ren, Guosheng verfasserin aut Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. Relative humidity Elsevier UHPC Elsevier Sisal fibers Elsevier Microstructure Elsevier Autogenous shrinkage Elsevier Yao, Bin oth Ren, Miao oth Gao, Xiaojian oth Enthalten in Elsevier Science Rajendiran, Rajmohan ELSEVIER Self-assembled 3D hierarchical MnCO 2020 Amsterdam [u.a.] (DE-627)ELV003750353 volume:332 year:2022 day:15 month:01 pages:0 https://doi.org/10.1016/j.jclepro.2021.130105 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 35.18 Kolloidchemie Grenzflächenchemie VZ AR 332 2022 15 0115 0 |
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10.1016/j.jclepro.2021.130105 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001634.pica (DE-627)ELV056403232 (ELSEVIER)S0959-6526(21)04271-2 DE-627 ger DE-627 rakwb eng 540 VZ 35.18 bkl Ren, Guosheng verfasserin aut Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. Relative humidity Elsevier UHPC Elsevier Sisal fibers Elsevier Microstructure Elsevier Autogenous shrinkage Elsevier Yao, Bin oth Ren, Miao oth Gao, Xiaojian oth Enthalten in Elsevier Science Rajendiran, Rajmohan ELSEVIER Self-assembled 3D hierarchical MnCO 2020 Amsterdam [u.a.] (DE-627)ELV003750353 volume:332 year:2022 day:15 month:01 pages:0 https://doi.org/10.1016/j.jclepro.2021.130105 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 35.18 Kolloidchemie Grenzflächenchemie VZ AR 332 2022 15 0115 0 |
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10.1016/j.jclepro.2021.130105 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001634.pica (DE-627)ELV056403232 (ELSEVIER)S0959-6526(21)04271-2 DE-627 ger DE-627 rakwb eng 540 VZ 35.18 bkl Ren, Guosheng verfasserin aut Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. Relative humidity Elsevier UHPC Elsevier Sisal fibers Elsevier Microstructure Elsevier Autogenous shrinkage Elsevier Yao, Bin oth Ren, Miao oth Gao, Xiaojian oth Enthalten in Elsevier Science Rajendiran, Rajmohan ELSEVIER Self-assembled 3D hierarchical MnCO 2020 Amsterdam [u.a.] (DE-627)ELV003750353 volume:332 year:2022 day:15 month:01 pages:0 https://doi.org/10.1016/j.jclepro.2021.130105 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 35.18 Kolloidchemie Grenzflächenchemie VZ AR 332 2022 15 0115 0 |
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The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. 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utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage |
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Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage |
| abstract |
This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. |
| abstractGer |
This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. |
| abstract_unstemmed |
This study aims to explore a new method to reduce autogenous shrinkage of ultra-high performance concrete (UHPC) by incorporating natural sisal fibers. The water absorption and desorption behavior of sisal fibers were firstly determined. Then, flowability, setting time, hydration heat, autogenous shrinkage, internal relative humidity, mechanical properties, fiber distribution, hydration performance, and microstructure of UHPC mixtures incorporating various volume content of sisal fibers were evaluated. The results show that sisal fibers can release the absorbed water with decreasing relative humidity in UHPC specimens. The addition of sisal fibers can restraint the cement hydration process and delay the setting times. The 7 days autogenous shrinkage of UHPC was reduced by 71.4% by adding 1.5 vol% sisal fiber due to the internal curing and reinforcing effect induced by sisal fibers. Incorporating sisal fibers can promote late hydration of UHPC, so the 28 days compressive strength was reduced by only 7.7%∼8.2%. Moreover, the obvious gap between sisal fiber and concrete can be observed from the backscattered electron images, which is caused by the contraction of sisal fiber after releasing water. Finally, the environmental and cost evaluation shows that the use of renewable sisal fiber as a shrinkage-reducing material can reduce the production cost and carbon footprint of UHPC, so it is of great significance to the sustainable production of UHPC. |
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Utilization of natural sisal fibers to manufacture eco-friendly ultra-high performance concrete with low autogenous shrinkage |
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