Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete
• The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Guo, Shaolong [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China - Ye, Xuehua ELSEVIER, 2018, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:348 ; year:2022 ; day:19 ; month:09 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.conbuildmat.2022.128578 |
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| 520 | |a • The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. | ||
| 650 | 7 | |a Quasi-triaxial compression test |2 Elsevier | |
| 650 | 7 | |a Improved model |2 Elsevier | |
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| 650 | 7 | |a Recycled plastic fiber |2 Elsevier | |
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10.1016/j.conbuildmat.2022.128578 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001998.pica (DE-627)ELV058617418 (ELSEVIER)S0950-0618(22)02237-1 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Guo, Shaolong verfasserin aut Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. Quasi-triaxial compression test Elsevier Improved model Elsevier Recycled aggregate concrete Elsevier Recycled plastic fiber Elsevier Ottosen constitutive model Elsevier Zheng, Dongjian oth Zhao, Lihong oth Lu, Qun oth Liu, Xiaoke oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:348 year:2022 day:19 month:09 pages:0 https://doi.org/10.1016/j.conbuildmat.2022.128578 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 348 2022 19 0919 0 |
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10.1016/j.conbuildmat.2022.128578 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001998.pica (DE-627)ELV058617418 (ELSEVIER)S0950-0618(22)02237-1 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Guo, Shaolong verfasserin aut Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. Quasi-triaxial compression test Elsevier Improved model Elsevier Recycled aggregate concrete Elsevier Recycled plastic fiber Elsevier Ottosen constitutive model Elsevier Zheng, Dongjian oth Zhao, Lihong oth Lu, Qun oth Liu, Xiaoke oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:348 year:2022 day:19 month:09 pages:0 https://doi.org/10.1016/j.conbuildmat.2022.128578 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 348 2022 19 0919 0 |
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10.1016/j.conbuildmat.2022.128578 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001998.pica (DE-627)ELV058617418 (ELSEVIER)S0950-0618(22)02237-1 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Guo, Shaolong verfasserin aut Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. Quasi-triaxial compression test Elsevier Improved model Elsevier Recycled aggregate concrete Elsevier Recycled plastic fiber Elsevier Ottosen constitutive model Elsevier Zheng, Dongjian oth Zhao, Lihong oth Lu, Qun oth Liu, Xiaoke oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:348 year:2022 day:19 month:09 pages:0 https://doi.org/10.1016/j.conbuildmat.2022.128578 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 348 2022 19 0919 0 |
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10.1016/j.conbuildmat.2022.128578 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001998.pica (DE-627)ELV058617418 (ELSEVIER)S0950-0618(22)02237-1 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Guo, Shaolong verfasserin aut Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. Quasi-triaxial compression test Elsevier Improved model Elsevier Recycled aggregate concrete Elsevier Recycled plastic fiber Elsevier Ottosen constitutive model Elsevier Zheng, Dongjian oth Zhao, Lihong oth Lu, Qun oth Liu, Xiaoke oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:348 year:2022 day:19 month:09 pages:0 https://doi.org/10.1016/j.conbuildmat.2022.128578 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 348 2022 19 0919 0 |
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10.1016/j.conbuildmat.2022.128578 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001998.pica (DE-627)ELV058617418 (ELSEVIER)S0950-0618(22)02237-1 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Guo, Shaolong verfasserin aut Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. Quasi-triaxial compression test Elsevier Improved model Elsevier Recycled aggregate concrete Elsevier Recycled plastic fiber Elsevier Ottosen constitutive model Elsevier Zheng, Dongjian oth Zhao, Lihong oth Lu, Qun oth Liu, Xiaoke oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:348 year:2022 day:19 month:09 pages:0 https://doi.org/10.1016/j.conbuildmat.2022.128578 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 348 2022 19 0919 0 |
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Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete |
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• The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. |
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• The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. |
| abstract_unstemmed |
• The uniaxial compression test, quasi-triaxial compression test and flexural tensile test of RPFRRC are carried out. • The compressive and flexural tensile strength of the RAC can be improved by adding recycled plastic fibers. • The confining pressure and the fiber volume ratio have obvious effects on the stress-strain curve of RPFRRC. • A three-dimensional constitutive model of RPFRRC is proposed. • The rationality of the improved model is verified by the experimental data of quasi-triaxial compression test. |
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| title_short |
Mechanical test and constitutive model of recycled plastic fiber reinforced recycled concrete |
| url |
https://doi.org/10.1016/j.conbuildmat.2022.128578 |
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| author2 |
Zheng, Dongjian Zhao, Lihong Lu, Qun Liu, Xiaoke |
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Zheng, Dongjian Zhao, Lihong Lu, Qun Liu, Xiaoke |
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| doi_str |
10.1016/j.conbuildmat.2022.128578 |
| up_date |
2024-07-06T19:33:31.380Z |
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