Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance

This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the n...
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Autor*in:	Haiyang Wang [verfasserIn] Xiaoxiong Zha [verfasserIn] Yixiang Liu [verfasserIn] Chaoning Luo [verfasserIn] Chi Kin Iu [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Übergeordnetes Werk:	In: Advances in Mechanical Engineering - SAGE Publishing, 2009, 9(2017)
Übergeordnetes Werk:	volume:9 ; year:2017

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1177/1687814017705064

Katalog-ID:	DOAJ046255524

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520			\|a This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature.
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spelling	10.1177/1687814017705064 doi (DE-627)DOAJ046255524 (DE-599)DOAJ3927f31413fd445dadadd757f2893d79 DE-627 ger DE-627 rakwb eng TJ1-1570 Haiyang Wang verfasserin aut Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature. Mechanical engineering and machinery Xiaoxiong Zha verfasserin aut Yixiang Liu verfasserin aut Chaoning Luo verfasserin aut Chi Kin Iu verfasserin aut In Advances in Mechanical Engineering SAGE Publishing, 2009 9(2017) (DE-627)603487076 (DE-600)2501620-9 16878140 nnns volume:9 year:2017 https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/article/3927f31413fd445dadadd757f2893d79 kostenfrei https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/toc/1687-8140 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2706 GBV_ILN_2707 GBV_ILN_2890 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9 2017
allfields_unstemmed	10.1177/1687814017705064 doi (DE-627)DOAJ046255524 (DE-599)DOAJ3927f31413fd445dadadd757f2893d79 DE-627 ger DE-627 rakwb eng TJ1-1570 Haiyang Wang verfasserin aut Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature. Mechanical engineering and machinery Xiaoxiong Zha verfasserin aut Yixiang Liu verfasserin aut Chaoning Luo verfasserin aut Chi Kin Iu verfasserin aut In Advances in Mechanical Engineering SAGE Publishing, 2009 9(2017) (DE-627)603487076 (DE-600)2501620-9 16878140 nnns volume:9 year:2017 https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/article/3927f31413fd445dadadd757f2893d79 kostenfrei https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/toc/1687-8140 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2706 GBV_ILN_2707 GBV_ILN_2890 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9 2017
allfieldsGer	10.1177/1687814017705064 doi (DE-627)DOAJ046255524 (DE-599)DOAJ3927f31413fd445dadadd757f2893d79 DE-627 ger DE-627 rakwb eng TJ1-1570 Haiyang Wang verfasserin aut Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature. Mechanical engineering and machinery Xiaoxiong Zha verfasserin aut Yixiang Liu verfasserin aut Chaoning Luo verfasserin aut Chi Kin Iu verfasserin aut In Advances in Mechanical Engineering SAGE Publishing, 2009 9(2017) (DE-627)603487076 (DE-600)2501620-9 16878140 nnns volume:9 year:2017 https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/article/3927f31413fd445dadadd757f2893d79 kostenfrei https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/toc/1687-8140 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2706 GBV_ILN_2707 GBV_ILN_2890 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9 2017
allfieldsSound	10.1177/1687814017705064 doi (DE-627)DOAJ046255524 (DE-599)DOAJ3927f31413fd445dadadd757f2893d79 DE-627 ger DE-627 rakwb eng TJ1-1570 Haiyang Wang verfasserin aut Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature. Mechanical engineering and machinery Xiaoxiong Zha verfasserin aut Yixiang Liu verfasserin aut Chaoning Luo verfasserin aut Chi Kin Iu verfasserin aut In Advances in Mechanical Engineering SAGE Publishing, 2009 9(2017) (DE-627)603487076 (DE-600)2501620-9 16878140 nnns volume:9 year:2017 https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/article/3927f31413fd445dadadd757f2893d79 kostenfrei https://doi.org/10.1177/1687814017705064 kostenfrei https://doaj.org/toc/1687-8140 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2706 GBV_ILN_2707 GBV_ILN_2890 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9 2017
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callnumber-first	T - Technology
author	Haiyang Wang
spellingShingle	Haiyang Wang misc TJ1-1570 misc Mechanical engineering and machinery Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance
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topic_title	TJ1-1570 Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance
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title	Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance
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title_sort	study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance
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title_auth	Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance
abstract	This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature.
abstractGer	This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature.
abstract_unstemmed	This study presents the analytical formulation of circular steel tubular column with hollow concrete section. This unified analytical formulation can evaluate the axial compression capacity and buckling load of this innovative composite section at normal and high temperature levels, as well as the normal and recycled concrete in a similar fashion. Therefore, the confinement effect on this composite section is uncertain, which in turn leads to complications in axially loaded compression evaluation, because the inner surface of the hollow concrete section is unrestrained. To this end, this study adopts the effective constraint, which can further assist in transmitting from normal concrete to recycled concrete material to address sustainability issues. In addition, the concept of average temperature is proposed to formulate the failure load of circular hollow recycled concrete–filled steel tubular section and circular hollow concrete–filled steel tubular section columns at high temperature.
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title_short	Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance
url	https://doi.org/10.1177/1687814017705064 https://doaj.org/article/3927f31413fd445dadadd757f2893d79 https://doaj.org/toc/1687-8140
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Study of recycled concrete–filled steel tubular columns on the compressive capacity and fire resistance

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