Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels
Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of co...
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| Autor*in: |
Hamad, Mays A. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Journal of building pathology and rehabilitation - [Cham, Switzerland] : Springer International Publishing, 2016, 8(2023), 2 vom: 19. Aug. |
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| Übergeordnetes Werk: |
volume:8 ; year:2023 ; number:2 ; day:19 ; month:08 |
| Links: |
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| DOI / URN: |
10.1007/s41024-023-00340-z |
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| Katalog-ID: |
SPR052808556 |
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| 520 | |a Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. | ||
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| 650 | 4 | |a X-HVB |7 (dpeaa)DE-He213 | |
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| 650 | 4 | |a Composite action |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Profiled steel plate |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Muteb, Haitham H. |4 aut | |
| 700 | 1 | |a Salah, Mustafa S. |4 aut | |
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10.1007/s41024-023-00340-z doi (DE-627)SPR052808556 (SPR)s41024-023-00340-z-e DE-627 ger DE-627 rakwb eng Hamad, Mays A. verfasserin aut Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. Composite steel—concrete beam (dpeaa)DE-He213 X-HVB (dpeaa)DE-He213 Fire (dpeaa)DE-He213 Composite action (dpeaa)DE-He213 Profiled steel plate (dpeaa)DE-He213 Muteb, Haitham H. aut Salah, Mustafa S. aut Enthalten in Journal of building pathology and rehabilitation [Cham, Switzerland] : Springer International Publishing, 2016 8(2023), 2 vom: 19. Aug. (DE-627)844386359 (DE-600)2843086-4 2365-3167 nnns volume:8 year:2023 number:2 day:19 month:08 https://dx.doi.org/10.1007/s41024-023-00340-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 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_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 2 19 08 |
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10.1007/s41024-023-00340-z doi (DE-627)SPR052808556 (SPR)s41024-023-00340-z-e DE-627 ger DE-627 rakwb eng Hamad, Mays A. verfasserin aut Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. Composite steel—concrete beam (dpeaa)DE-He213 X-HVB (dpeaa)DE-He213 Fire (dpeaa)DE-He213 Composite action (dpeaa)DE-He213 Profiled steel plate (dpeaa)DE-He213 Muteb, Haitham H. aut Salah, Mustafa S. aut Enthalten in Journal of building pathology and rehabilitation [Cham, Switzerland] : Springer International Publishing, 2016 8(2023), 2 vom: 19. Aug. (DE-627)844386359 (DE-600)2843086-4 2365-3167 nnns volume:8 year:2023 number:2 day:19 month:08 https://dx.doi.org/10.1007/s41024-023-00340-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 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_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 2 19 08 |
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10.1007/s41024-023-00340-z doi (DE-627)SPR052808556 (SPR)s41024-023-00340-z-e DE-627 ger DE-627 rakwb eng Hamad, Mays A. verfasserin aut Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. Composite steel—concrete beam (dpeaa)DE-He213 X-HVB (dpeaa)DE-He213 Fire (dpeaa)DE-He213 Composite action (dpeaa)DE-He213 Profiled steel plate (dpeaa)DE-He213 Muteb, Haitham H. aut Salah, Mustafa S. aut Enthalten in Journal of building pathology and rehabilitation [Cham, Switzerland] : Springer International Publishing, 2016 8(2023), 2 vom: 19. Aug. (DE-627)844386359 (DE-600)2843086-4 2365-3167 nnns volume:8 year:2023 number:2 day:19 month:08 https://dx.doi.org/10.1007/s41024-023-00340-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 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_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 2 19 08 |
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10.1007/s41024-023-00340-z doi (DE-627)SPR052808556 (SPR)s41024-023-00340-z-e DE-627 ger DE-627 rakwb eng Hamad, Mays A. verfasserin aut Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. Composite steel—concrete beam (dpeaa)DE-He213 X-HVB (dpeaa)DE-He213 Fire (dpeaa)DE-He213 Composite action (dpeaa)DE-He213 Profiled steel plate (dpeaa)DE-He213 Muteb, Haitham H. aut Salah, Mustafa S. aut Enthalten in Journal of building pathology and rehabilitation [Cham, Switzerland] : Springer International Publishing, 2016 8(2023), 2 vom: 19. Aug. (DE-627)844386359 (DE-600)2843086-4 2365-3167 nnns volume:8 year:2023 number:2 day:19 month:08 https://dx.doi.org/10.1007/s41024-023-00340-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 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_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 2 19 08 |
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10.1007/s41024-023-00340-z doi (DE-627)SPR052808556 (SPR)s41024-023-00340-z-e DE-627 ger DE-627 rakwb eng Hamad, Mays A. verfasserin aut Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. Composite steel—concrete beam (dpeaa)DE-He213 X-HVB (dpeaa)DE-He213 Fire (dpeaa)DE-He213 Composite action (dpeaa)DE-He213 Profiled steel plate (dpeaa)DE-He213 Muteb, Haitham H. aut Salah, Mustafa S. aut Enthalten in Journal of building pathology and rehabilitation [Cham, Switzerland] : Springer International Publishing, 2016 8(2023), 2 vom: 19. Aug. (DE-627)844386359 (DE-600)2843086-4 2365-3167 nnns volume:8 year:2023 number:2 day:19 month:08 https://dx.doi.org/10.1007/s41024-023-00340-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 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_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 2 19 08 |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. 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Hamad, Mays A. |
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Hamad, Mays A. misc Composite steel—concrete beam misc X-HVB misc Fire misc Composite action misc Profiled steel plate Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels |
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Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels Composite steel—concrete beam (dpeaa)DE-He213 X-HVB (dpeaa)DE-He213 Fire (dpeaa)DE-He213 Composite action (dpeaa)DE-He213 Profiled steel plate (dpeaa)DE-He213 |
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investigating the behavior of composite steel–concrete beams with x-hvb shear connectors exposed to various fire temperature levels |
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Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels |
| abstract |
Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract Composite steel–concrete beams are widely used in modern construction due to their advantageous structural behavior and efficiency. The performance of these beams under fire is crucial for ensuring their fire resistance and structural integrity. This paper investigates the performance of composite steel–concrete beams with X-HVB shear connectors after exposure to different levels of temperature, considering the effect of the direction of the profiled steel plate to the steel beam length. Experimental work was conducted using eight composite beam specimens to assess their load carrying capacity, stiffness, ductility and energy absorption under varying temperature degrees and corrugated steel plate orientations (parallel or transverse to the beam length). The results indicate that the load carrying capacity, stiffness, and ductility of the composite beam specimens decrease with increasing exposure temperature level. Furthermore, the orientation of the profiled steel plate was found to significantly influence the beam’s performance. By examining different temperature levels and the influence of corrugated steel plate orientation, valuable insights are gained regarding the fire resistance and structural performance of these beams. These insights can inform the design and implementation of composite structures, ensuring their safety and durability in fire-prone environments. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Investigating the behavior of composite steel–concrete beams with X-HVB shear connectors exposed to various fire temperature levels |
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https://dx.doi.org/10.1007/s41024-023-00340-z |
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Muteb, Haitham H. Salah, Mustafa S. |
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Muteb, Haitham H. Salah, Mustafa S. |
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10.1007/s41024-023-00340-z |
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2024-07-03T14:55:57.897Z |
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| score |
7.398429 |