Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures

In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical proper...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Yang, Jingjie [verfasserIn] Nie, Shidong [verfasserIn] Liu, Min [verfasserIn] Huang, Yongzhi [verfasserIn] Fu, Wei [verfasserIn] Elchalakani, Mohamed [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature

Übergeordnetes Werk:	Enthalten in: Journal of constructional steel research - Amsterdam [u.a.] : Elsevier Science, 1980, 213
Übergeordnetes Werk:	volume:213

DOI / URN:	10.1016/j.jcsr.2023.108419

Katalog-ID:	ELV066542782

Internformat


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245	1	0	\|a Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
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520			\|a In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests.
650		4	\|a Stainless steel bolt
650		4	\|a A4L-80
650		4	\|a Steady-state test
650		4	\|a Mechanical property
650		4	\|a Stress-strain curves
650		4	\|a High temperature
700	1		\|a Nie, Shidong \|e verfasserin \|4 aut
700	1		\|a Liu, Min \|e verfasserin \|4 aut
700	1		\|a Huang, Yongzhi \|e verfasserin \|4 aut
700	1		\|a Fu, Wei \|e verfasserin \|4 aut
700	1		\|a Elchalakani, Mohamed \|e verfasserin \|4 aut
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Indexfelder

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matchkey_str	yangjingjienieshidongliuminhuangyongzhif:2023----:osiuieoeoaseiihgsrntal0otae
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bklnumber	56.13
publishDate	2023
allfields	10.1016/j.jcsr.2023.108419 doi (DE-627)ELV066542782 (ELSEVIER)S0143-974X(23)00646-6 DE-627 ger DE-627 rda eng 620 660 670 VZ 56.13 bkl Yang, Jingjie verfasserin aut Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests. Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature Nie, Shidong verfasserin aut Liu, Min verfasserin aut Huang, Yongzhi verfasserin aut Fu, Wei verfasserin aut Elchalakani, Mohamed verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 213 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:213 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.13 Stahlbau Metallbau VZ AR 213
spelling	10.1016/j.jcsr.2023.108419 doi (DE-627)ELV066542782 (ELSEVIER)S0143-974X(23)00646-6 DE-627 ger DE-627 rda eng 620 660 670 VZ 56.13 bkl Yang, Jingjie verfasserin aut Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests. Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature Nie, Shidong verfasserin aut Liu, Min verfasserin aut Huang, Yongzhi verfasserin aut Fu, Wei verfasserin aut Elchalakani, Mohamed verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 213 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:213 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.13 Stahlbau Metallbau VZ AR 213
allfields_unstemmed	10.1016/j.jcsr.2023.108419 doi (DE-627)ELV066542782 (ELSEVIER)S0143-974X(23)00646-6 DE-627 ger DE-627 rda eng 620 660 670 VZ 56.13 bkl Yang, Jingjie verfasserin aut Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests. Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature Nie, Shidong verfasserin aut Liu, Min verfasserin aut Huang, Yongzhi verfasserin aut Fu, Wei verfasserin aut Elchalakani, Mohamed verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 213 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:213 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.13 Stahlbau Metallbau VZ AR 213
allfieldsGer	10.1016/j.jcsr.2023.108419 doi (DE-627)ELV066542782 (ELSEVIER)S0143-974X(23)00646-6 DE-627 ger DE-627 rda eng 620 660 670 VZ 56.13 bkl Yang, Jingjie verfasserin aut Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests. Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature Nie, Shidong verfasserin aut Liu, Min verfasserin aut Huang, Yongzhi verfasserin aut Fu, Wei verfasserin aut Elchalakani, Mohamed verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 213 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:213 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.13 Stahlbau Metallbau VZ AR 213
allfieldsSound	10.1016/j.jcsr.2023.108419 doi (DE-627)ELV066542782 (ELSEVIER)S0143-974X(23)00646-6 DE-627 ger DE-627 rda eng 620 660 670 VZ 56.13 bkl Yang, Jingjie verfasserin aut Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests. Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature Nie, Shidong verfasserin aut Liu, Min verfasserin aut Huang, Yongzhi verfasserin aut Fu, Wei verfasserin aut Elchalakani, Mohamed verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 213 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:213 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.13 Stahlbau Metallbau VZ AR 213
language	English
source	Enthalten in Journal of constructional steel research 213 volume:213
sourceStr	Enthalten in Journal of constructional steel research 213 volume:213
format_phy_str_mv	Article
bklname	Stahlbau Metallbau
institution	findex.gbv.de
topic_facet	Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature
dewey-raw	620
isfreeaccess_bool	false
container_title	Journal of constructional steel research
authorswithroles_txt_mv	Yang, Jingjie @@aut@@ Nie, Shidong @@aut@@ Liu, Min @@aut@@ Huang, Yongzhi @@aut@@ Fu, Wei @@aut@@ Elchalakani, Mohamed @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	306586339
dewey-sort	3620
id	ELV066542782
language_de	englisch
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author	Yang, Jingjie
spellingShingle	Yang, Jingjie ddc 620 bkl 56.13 misc Stainless steel bolt misc A4L-80 misc Steady-state test misc Mechanical property misc Stress-strain curves misc High temperature Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
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topic_title	620 660 670 VZ 56.13 bkl Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures Stainless steel bolt A4L-80 Steady-state test Mechanical property Stress-strain curves High temperature
topic	ddc 620 bkl 56.13 misc Stainless steel bolt misc A4L-80 misc Steady-state test misc Mechanical property misc Stress-strain curves misc High temperature
topic_unstemmed	ddc 620 bkl 56.13 misc Stainless steel bolt misc A4L-80 misc Steady-state test misc Mechanical property misc Stress-strain curves misc High temperature
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title	Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
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title_full	Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
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title_sort	constitutive model of austenitic high-strength a4l-80 bolts at elevated temperatures
title_auth	Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
abstract	In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests.
abstractGer	In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests.
abstract_unstemmed	In recent years, the use of austenitic bolts in building structures increased rapidly. It is important to conduct the fire-resistant design of austenitic bolts because their mechanical properties may deteriorate faster than normal high-strength steel bolts in a fire. Therefore, the mechanical properties of the austenitic bolts at elevated temperatures should be clarified to provide a basis for structural fire design. In this paper, an experimental study was conducted to investigate the mechanical properties of A4L-80 stainless steel bolts at elevated temperatures ranging from 20 to 900 °C. Stress-strain curves and mechanical property index were obtained by the tensile tests. The test results were compared with other types of austenitic bolts and base materials at elevated temperatures, and a constitutive model of A4L-80 stainless steel bolts was proposed. It was seen that the proposed reduction factors can effectively predict the mechanical property of A4L-80 at elevated temperatures; the constitutive model was consistent with stress-strain curves obtained from tests.
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title_short	Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
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author2	Nie, Shidong Liu, Min Huang, Yongzhi Fu, Wei Elchalakani, Mohamed
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up_date	2024-07-06T18:07:32.597Z
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Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures

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