Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis

In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good...
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Autor*in:	Su Wei [verfasserIn] Sun Huibin [verfasserIn] Wang Yiyun [verfasserIn] Su Tian [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength

Übergeordnetes Werk:	In: Nonlinear Engineering - De Gruyter, 2019, 11(2022), 1, Seite 324-330
Übergeordnetes Werk:	volume:11 ; year:2022 ; number:1 ; pages:324-330

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1515/nleng-2022-0032

Katalog-ID:	DOAJ084573414

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245	1	0	\|a Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis
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520			\|a In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained.
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allfields	10.1515/nleng-2022-0032 doi (DE-627)DOAJ084573414 (DE-599)DOAJc433ca6c05434541b67eafed4edb0d4c DE-627 ger DE-627 rakwb eng TA1-2040 Su Wei verfasserin aut Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained. recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength Engineering (General). Civil engineering (General) Sun Huibin verfasserin aut Wang Yiyun verfasserin aut Su Tian verfasserin aut In Nonlinear Engineering De Gruyter, 2019 11(2022), 1, Seite 324-330 (DE-627)747716447 (DE-600)2718224-1 21928029 nnns volume:11 year:2022 number:1 pages:324-330 https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/article/c433ca6c05434541b67eafed4edb0d4c kostenfrei https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/toc/2192-8029 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_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 11 2022 1 324-330
spelling	10.1515/nleng-2022-0032 doi (DE-627)DOAJ084573414 (DE-599)DOAJc433ca6c05434541b67eafed4edb0d4c DE-627 ger DE-627 rakwb eng TA1-2040 Su Wei verfasserin aut Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained. recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength Engineering (General). Civil engineering (General) Sun Huibin verfasserin aut Wang Yiyun verfasserin aut Su Tian verfasserin aut In Nonlinear Engineering De Gruyter, 2019 11(2022), 1, Seite 324-330 (DE-627)747716447 (DE-600)2718224-1 21928029 nnns volume:11 year:2022 number:1 pages:324-330 https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/article/c433ca6c05434541b67eafed4edb0d4c kostenfrei https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/toc/2192-8029 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_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 11 2022 1 324-330
allfields_unstemmed	10.1515/nleng-2022-0032 doi (DE-627)DOAJ084573414 (DE-599)DOAJc433ca6c05434541b67eafed4edb0d4c DE-627 ger DE-627 rakwb eng TA1-2040 Su Wei verfasserin aut Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained. recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength Engineering (General). Civil engineering (General) Sun Huibin verfasserin aut Wang Yiyun verfasserin aut Su Tian verfasserin aut In Nonlinear Engineering De Gruyter, 2019 11(2022), 1, Seite 324-330 (DE-627)747716447 (DE-600)2718224-1 21928029 nnns volume:11 year:2022 number:1 pages:324-330 https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/article/c433ca6c05434541b67eafed4edb0d4c kostenfrei https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/toc/2192-8029 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_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 11 2022 1 324-330
allfieldsGer	10.1515/nleng-2022-0032 doi (DE-627)DOAJ084573414 (DE-599)DOAJc433ca6c05434541b67eafed4edb0d4c DE-627 ger DE-627 rakwb eng TA1-2040 Su Wei verfasserin aut Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained. recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength Engineering (General). Civil engineering (General) Sun Huibin verfasserin aut Wang Yiyun verfasserin aut Su Tian verfasserin aut In Nonlinear Engineering De Gruyter, 2019 11(2022), 1, Seite 324-330 (DE-627)747716447 (DE-600)2718224-1 21928029 nnns volume:11 year:2022 number:1 pages:324-330 https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/article/c433ca6c05434541b67eafed4edb0d4c kostenfrei https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/toc/2192-8029 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_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 11 2022 1 324-330
allfieldsSound	10.1515/nleng-2022-0032 doi (DE-627)DOAJ084573414 (DE-599)DOAJc433ca6c05434541b67eafed4edb0d4c DE-627 ger DE-627 rakwb eng TA1-2040 Su Wei verfasserin aut Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained. recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength Engineering (General). Civil engineering (General) Sun Huibin verfasserin aut Wang Yiyun verfasserin aut Su Tian verfasserin aut In Nonlinear Engineering De Gruyter, 2019 11(2022), 1, Seite 324-330 (DE-627)747716447 (DE-600)2718224-1 21928029 nnns volume:11 year:2022 number:1 pages:324-330 https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/article/c433ca6c05434541b67eafed4edb0d4c kostenfrei https://doi.org/10.1515/nleng-2022-0032 kostenfrei https://doaj.org/toc/2192-8029 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_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 11 2022 1 324-330
language	English
source	In Nonlinear Engineering 11(2022), 1, Seite 324-330 volume:11 year:2022 number:1 pages:324-330
sourceStr	In Nonlinear Engineering 11(2022), 1, Seite 324-330 volume:11 year:2022 number:1 pages:324-330
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength Engineering (General). Civil engineering (General)
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container_title	Nonlinear Engineering
authorswithroles_txt_mv	Su Wei @@aut@@ Sun Huibin @@aut@@ Wang Yiyun @@aut@@ Su Tian @@aut@@
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callnumber-first	T - Technology
author	Su Wei
spellingShingle	Su Wei misc TA1-2040 misc recycled concrete misc finite element misc freeze–thaw cycles misc concrete cover depth misc concrete strength misc Engineering (General). Civil engineering (General) Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis
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topic_title	TA1-2040 Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis recycled concrete finite element freeze–thaw cycles concrete cover depth concrete strength
topic	misc TA1-2040 misc recycled concrete misc finite element misc freeze–thaw cycles misc concrete cover depth misc concrete strength misc Engineering (General). Civil engineering (General)
topic_unstemmed	misc TA1-2040 misc recycled concrete misc finite element misc freeze–thaw cycles misc concrete cover depth misc concrete strength misc Engineering (General). Civil engineering (General)
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title	Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis
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title_sort	bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: finite element nonlinear analysis
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title_auth	Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis
abstract	In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained.
abstractGer	In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained.
abstract_unstemmed	In this article, the bond performance of recycled coarse aggregate concrete with rebar after freeze–thaw cycles is analyzed by the ABAQUS finite element method. The result shows that the finite element simulation value of the ultimate bond strength of recycled aggregate concrete specimens is in good agreement with the experimental value, while the agreement between the finite element simulation value of the peak bond slip of recycled aggregate concrete specimens and the experimental value is low; the bond strength between rebar and recycled aggregate concrete increased with the increase of concrete strength and concrete cover depth; the calculation formula for the bond strength between recycled aggregate concrete specimens with different concrete strengths and different concrete cover depth after freeze and thaw cycles are obtained.
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title_short	Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis
url	https://doi.org/10.1515/nleng-2022-0032 https://doaj.org/article/c433ca6c05434541b67eafed4edb0d4c https://doaj.org/toc/2192-8029
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Bond behavior of recycled coarse aggregate concrete with rebar after freeze–thaw cycles: Finite element nonlinear analysis

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