Stress concentration coefficients of optimized cope-hole welded detail

Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of differen...
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Autor*in:	Ping Liao [verfasserIn] Renda Zhao [verfasserIn] Xing Wei [verfasserIn] Yi Jia [verfasserIn] Lingzhi Cui [verfasserIn] Yongbao Wang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole

Übergeordnetes Werk:	In: Journal of Modern Transportation - SpringerOpen, 2016, 25(2017), 4, Seite 279-286
Übergeordnetes Werk:	volume:25 ; year:2017 ; number:4 ; pages:279-286

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.1007/s40534-017-0141-y

Katalog-ID:	DOAJ072483199

Internformat


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520			\|a Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap.
650		4	\|a Steel bridge
650		4	\|a Optimized welded detail
650		4	\|a Fatigue performance
650		4	\|a Fatigue experiment
650		4	\|a Stress concentration coefficient (SCC)
650		4	\|a Cope hole
653		0	\|a Hydraulic engineering
653		0	\|a Transportation engineering
700	0		\|a Renda Zhao \|e verfasserin \|4 aut
700	0		\|a Xing Wei \|e verfasserin \|4 aut
700	0		\|a Yi Jia \|e verfasserin \|4 aut
700	0		\|a Lingzhi Cui \|e verfasserin \|4 aut
700	0		\|a Yongbao Wang \|e verfasserin \|4 aut
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author_variant	p l pl r z rz x w xw y j yj l c lc y w yw
matchkey_str	article:21960577:2017----::tesocnrtocefcetootmzdo
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allfields	10.1007/s40534-017-0141-y doi (DE-627)DOAJ072483199 (DE-599)DOAJ40b8b807ad4f4c66b82e2573c606ad8c DE-627 ger DE-627 rakwb eng TC1-978 TA1001-1280 Ping Liao verfasserin aut Stress concentration coefficients of optimized cope-hole welded detail 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap. Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole Hydraulic engineering Transportation engineering Renda Zhao verfasserin aut Xing Wei verfasserin aut Yi Jia verfasserin aut Lingzhi Cui verfasserin aut Yongbao Wang verfasserin aut In Journal of Modern Transportation SpringerOpen, 2016 25(2017), 4, Seite 279-286 (DE-627)669006319 (DE-600)2630144-1 21960577 nnns volume:25 year:2017 number:4 pages:279-286 https://doi.org/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/article/40b8b807ad4f4c66b82e2573c606ad8c kostenfrei http://link.springer.com/article/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/toc/2095-087X Journal toc kostenfrei https://doaj.org/toc/2196-0577 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_121 GBV_ILN_138 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 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_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2036 GBV_ILN_2037 GBV_ILN_2048 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_2110 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2119 GBV_ILN_2129 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2700 GBV_ILN_2817 GBV_ILN_4012 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_4277 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 25 2017 4 279-286
spelling	10.1007/s40534-017-0141-y doi (DE-627)DOAJ072483199 (DE-599)DOAJ40b8b807ad4f4c66b82e2573c606ad8c DE-627 ger DE-627 rakwb eng TC1-978 TA1001-1280 Ping Liao verfasserin aut Stress concentration coefficients of optimized cope-hole welded detail 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap. Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole Hydraulic engineering Transportation engineering Renda Zhao verfasserin aut Xing Wei verfasserin aut Yi Jia verfasserin aut Lingzhi Cui verfasserin aut Yongbao Wang verfasserin aut In Journal of Modern Transportation SpringerOpen, 2016 25(2017), 4, Seite 279-286 (DE-627)669006319 (DE-600)2630144-1 21960577 nnns volume:25 year:2017 number:4 pages:279-286 https://doi.org/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/article/40b8b807ad4f4c66b82e2573c606ad8c kostenfrei http://link.springer.com/article/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/toc/2095-087X Journal toc kostenfrei https://doaj.org/toc/2196-0577 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_121 GBV_ILN_138 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 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_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2036 GBV_ILN_2037 GBV_ILN_2048 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_2110 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2119 GBV_ILN_2129 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2700 GBV_ILN_2817 GBV_ILN_4012 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_4277 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 25 2017 4 279-286
allfields_unstemmed	10.1007/s40534-017-0141-y doi (DE-627)DOAJ072483199 (DE-599)DOAJ40b8b807ad4f4c66b82e2573c606ad8c DE-627 ger DE-627 rakwb eng TC1-978 TA1001-1280 Ping Liao verfasserin aut Stress concentration coefficients of optimized cope-hole welded detail 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap. Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole Hydraulic engineering Transportation engineering Renda Zhao verfasserin aut Xing Wei verfasserin aut Yi Jia verfasserin aut Lingzhi Cui verfasserin aut Yongbao Wang verfasserin aut In Journal of Modern Transportation SpringerOpen, 2016 25(2017), 4, Seite 279-286 (DE-627)669006319 (DE-600)2630144-1 21960577 nnns volume:25 year:2017 number:4 pages:279-286 https://doi.org/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/article/40b8b807ad4f4c66b82e2573c606ad8c kostenfrei http://link.springer.com/article/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/toc/2095-087X Journal toc kostenfrei https://doaj.org/toc/2196-0577 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_121 GBV_ILN_138 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 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_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2036 GBV_ILN_2037 GBV_ILN_2048 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_2110 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2119 GBV_ILN_2129 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2700 GBV_ILN_2817 GBV_ILN_4012 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_4277 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 25 2017 4 279-286
allfieldsGer	10.1007/s40534-017-0141-y doi (DE-627)DOAJ072483199 (DE-599)DOAJ40b8b807ad4f4c66b82e2573c606ad8c DE-627 ger DE-627 rakwb eng TC1-978 TA1001-1280 Ping Liao verfasserin aut Stress concentration coefficients of optimized cope-hole welded detail 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap. Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole Hydraulic engineering Transportation engineering Renda Zhao verfasserin aut Xing Wei verfasserin aut Yi Jia verfasserin aut Lingzhi Cui verfasserin aut Yongbao Wang verfasserin aut In Journal of Modern Transportation SpringerOpen, 2016 25(2017), 4, Seite 279-286 (DE-627)669006319 (DE-600)2630144-1 21960577 nnns volume:25 year:2017 number:4 pages:279-286 https://doi.org/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/article/40b8b807ad4f4c66b82e2573c606ad8c kostenfrei http://link.springer.com/article/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/toc/2095-087X Journal toc kostenfrei https://doaj.org/toc/2196-0577 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_121 GBV_ILN_138 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 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_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2036 GBV_ILN_2037 GBV_ILN_2048 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_2110 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2119 GBV_ILN_2129 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2700 GBV_ILN_2817 GBV_ILN_4012 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_4277 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 25 2017 4 279-286
allfieldsSound	10.1007/s40534-017-0141-y doi (DE-627)DOAJ072483199 (DE-599)DOAJ40b8b807ad4f4c66b82e2573c606ad8c DE-627 ger DE-627 rakwb eng TC1-978 TA1001-1280 Ping Liao verfasserin aut Stress concentration coefficients of optimized cope-hole welded detail 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap. Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole Hydraulic engineering Transportation engineering Renda Zhao verfasserin aut Xing Wei verfasserin aut Yi Jia verfasserin aut Lingzhi Cui verfasserin aut Yongbao Wang verfasserin aut In Journal of Modern Transportation SpringerOpen, 2016 25(2017), 4, Seite 279-286 (DE-627)669006319 (DE-600)2630144-1 21960577 nnns volume:25 year:2017 number:4 pages:279-286 https://doi.org/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/article/40b8b807ad4f4c66b82e2573c606ad8c kostenfrei http://link.springer.com/article/10.1007/s40534-017-0141-y kostenfrei https://doaj.org/toc/2095-087X Journal toc kostenfrei https://doaj.org/toc/2196-0577 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ 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_121 GBV_ILN_138 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 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_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2036 GBV_ILN_2037 GBV_ILN_2048 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_2110 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2119 GBV_ILN_2129 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2700 GBV_ILN_2817 GBV_ILN_4012 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_4277 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 25 2017 4 279-286
language	English
source	In Journal of Modern Transportation 25(2017), 4, Seite 279-286 volume:25 year:2017 number:4 pages:279-286
sourceStr	In Journal of Modern Transportation 25(2017), 4, Seite 279-286 volume:25 year:2017 number:4 pages:279-286
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole Hydraulic engineering Transportation engineering
isfreeaccess_bool	true
container_title	Journal of Modern Transportation
authorswithroles_txt_mv	Ping Liao @@aut@@ Renda Zhao @@aut@@ Xing Wei @@aut@@ Yi Jia @@aut@@ Lingzhi Cui @@aut@@ Yongbao Wang @@aut@@
publishDateDaySort_date	2017-01-01T00:00:00Z
hierarchy_top_id	669006319
id	DOAJ072483199
language_de	englisch
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callnumber-first	T - Technology
author	Ping Liao
spellingShingle	Ping Liao misc TC1-978 misc TA1001-1280 misc Steel bridge misc Optimized welded detail misc Fatigue performance misc Fatigue experiment misc Stress concentration coefficient (SCC) misc Cope hole misc Hydraulic engineering misc Transportation engineering Stress concentration coefficients of optimized cope-hole welded detail
authorStr	Ping Liao
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topic_title	TC1-978 TA1001-1280 Stress concentration coefficients of optimized cope-hole welded detail Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient (SCC) Cope hole
topic	misc TC1-978 misc TA1001-1280 misc Steel bridge misc Optimized welded detail misc Fatigue performance misc Fatigue experiment misc Stress concentration coefficient (SCC) misc Cope hole misc Hydraulic engineering misc Transportation engineering
topic_unstemmed	misc TC1-978 misc TA1001-1280 misc Steel bridge misc Optimized welded detail misc Fatigue performance misc Fatigue experiment misc Stress concentration coefficient (SCC) misc Cope hole misc Hydraulic engineering misc Transportation engineering
topic_browse	misc TC1-978 misc TA1001-1280 misc Steel bridge misc Optimized welded detail misc Fatigue performance misc Fatigue experiment misc Stress concentration coefficient (SCC) misc Cope hole misc Hydraulic engineering misc Transportation engineering
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title	Stress concentration coefficients of optimized cope-hole welded detail
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title_full	Stress concentration coefficients of optimized cope-hole welded detail
author_sort	Ping Liao
journal	Journal of Modern Transportation
journalStr	Journal of Modern Transportation
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author_browse	Ping Liao Renda Zhao Xing Wei Yi Jia Lingzhi Cui Yongbao Wang
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class	TC1-978 TA1001-1280
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doi_str_mv	10.1007/s40534-017-0141-y
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title_sort	stress concentration coefficients of optimized cope-hole welded detail
callnumber	TC1-978
title_auth	Stress concentration coefficients of optimized cope-hole welded detail
abstract	Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap.
abstractGer	Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap.
abstract_unstemmed	Abstract The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings. In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. The SCC of weld is significantly affected by the weld size and plate gap, but the SCCs of other parts of the welded detail are hardly affected by the plate gap.
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title_short	Stress concentration coefficients of optimized cope-hole welded detail
url	https://doi.org/10.1007/s40534-017-0141-y https://doaj.org/article/40b8b807ad4f4c66b82e2573c606ad8c http://link.springer.com/article/10.1007/s40534-017-0141-y https://doaj.org/toc/2095-087X https://doaj.org/toc/2196-0577
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author2	Renda Zhao Xing Wei Yi Jia Lingzhi Cui Yongbao Wang
author2Str	Renda Zhao Xing Wei Yi Jia Lingzhi Cui Yongbao Wang
ppnlink	669006319
callnumber-subject	TC - Hydraulic and Ocean Engineering
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doi_str	10.1007/s40534-017-0141-y
callnumber-a	TC1-978
up_date	2024-07-04T01:14:58.387Z
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In addition, local finite element models of this welded detail were established using finite element software ANSYS. The influences of different factors such as plate thickness, plate gap and initial geometric imperfections on the stress concentration coefficient (SCC) were discussed. The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000, 1,044,200 and 1,920,300 times, respectively. The web thickness, the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail. However, cope-hole radius is influential on the SCCs of the web and the weld. 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