Fire tests on composite steel-concrete beams prestressed with external tendons
This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands conf...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhou, Huanting [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2018transfer abstract |
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| Umfang: |
10 |
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| Übergeordnetes Werk: |
Enthalten in: Trilobed-advancement flap for reconstruction of large surgical defect of the face - 2015, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:143 ; year:2018 ; pages:62-71 ; extent:10 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.jcsr.2017.12.008 |
|---|
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ELV041876792 |
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| 245 | 1 | 0 | |a Fire tests on composite steel-concrete beams prestressed with external tendons |
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| 520 | |a This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. | ||
| 520 | |a This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. | ||
| 700 | 1 | |a Li, Shaoyuan |4 oth | |
| 700 | 1 | |a Chen, Lu |4 oth | |
| 700 | 1 | |a Zhang, Chao |4 oth | |
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10.1016/j.jcsr.2017.12.008 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001210.pica (DE-627)ELV041876792 (ELSEVIER)S0143-974X(17)30890-8 DE-627 ger DE-627 rakwb eng 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Zhou, Huanting verfasserin aut Fire tests on composite steel-concrete beams prestressed with external tendons 2018transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. Li, Shaoyuan oth Chen, Lu oth Zhang, Chao oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:143 year:2018 pages:62-71 extent:10 https://doi.org/10.1016/j.jcsr.2017.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 143 2018 62-71 10 |
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10.1016/j.jcsr.2017.12.008 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001210.pica (DE-627)ELV041876792 (ELSEVIER)S0143-974X(17)30890-8 DE-627 ger DE-627 rakwb eng 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Zhou, Huanting verfasserin aut Fire tests on composite steel-concrete beams prestressed with external tendons 2018transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. Li, Shaoyuan oth Chen, Lu oth Zhang, Chao oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:143 year:2018 pages:62-71 extent:10 https://doi.org/10.1016/j.jcsr.2017.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 143 2018 62-71 10 |
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10.1016/j.jcsr.2017.12.008 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001210.pica (DE-627)ELV041876792 (ELSEVIER)S0143-974X(17)30890-8 DE-627 ger DE-627 rakwb eng 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Zhou, Huanting verfasserin aut Fire tests on composite steel-concrete beams prestressed with external tendons 2018transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. Li, Shaoyuan oth Chen, Lu oth Zhang, Chao oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:143 year:2018 pages:62-71 extent:10 https://doi.org/10.1016/j.jcsr.2017.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 143 2018 62-71 10 |
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10.1016/j.jcsr.2017.12.008 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001210.pica (DE-627)ELV041876792 (ELSEVIER)S0143-974X(17)30890-8 DE-627 ger DE-627 rakwb eng 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Zhou, Huanting verfasserin aut Fire tests on composite steel-concrete beams prestressed with external tendons 2018transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. Li, Shaoyuan oth Chen, Lu oth Zhang, Chao oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:143 year:2018 pages:62-71 extent:10 https://doi.org/10.1016/j.jcsr.2017.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 143 2018 62-71 10 |
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10.1016/j.jcsr.2017.12.008 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001210.pica (DE-627)ELV041876792 (ELSEVIER)S0143-974X(17)30890-8 DE-627 ger DE-627 rakwb eng 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Zhou, Huanting verfasserin aut Fire tests on composite steel-concrete beams prestressed with external tendons 2018transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. Li, Shaoyuan oth Chen, Lu oth Zhang, Chao oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:143 year:2018 pages:62-71 extent:10 https://doi.org/10.1016/j.jcsr.2017.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 143 2018 62-71 10 |
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Enthalten in Trilobed-advancement flap for reconstruction of large surgical defect of the face Amsterdam [u.a.] volume:143 year:2018 pages:62-71 extent:10 |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Fire tests on composite steel-concrete beams prestressed with external tendons |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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Fire tests on composite steel-concrete beams prestressed with external tendons |
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Fire tests on composite steel-concrete beams prestressed with external tendons |
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Zhou, Huanting |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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fire tests on composite steel-concrete beams prestressed with external tendons |
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Fire tests on composite steel-concrete beams prestressed with external tendons |
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This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. |
| abstractGer |
This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. |
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This paper presents an experimental study on fire resistance of composite steel-concrete beams prestressed with external tendons. A total of four beams were tested under combined fire load and positive moment. Parameters investigated include load level, prestress level and type of cable strands configuration. Results show that the tested beams without fire protection had fire resistance of 20min to 30min. The fire resistance of composite steel-concrete beams prestressed with external tendons was highly influenced by the stress in the cable strands. The tested beams with bent-up cable strands had more fire resistance than the tested beams with straight cable strands. Prestress level had little influence on failure temperature of the tested beams, but the slack of cable strands induced failure of the test beams at high temperature. Furthermore, a finite element (FE) model was developed and successfully used to predict the fire behavior of the prestressed composite steel-concrete beams. |
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Fire tests on composite steel-concrete beams prestressed with external tendons |
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