Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory

In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethan...
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Autor*in:	Yifan Wang [verfasserIn] Tianlai Yu [verfasserIn] Linlin Zhang [verfasserIn] Lihui Yin [verfasserIn] Yuxuan Wu [verfasserIn] Binglin Chen [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	polyurethane concrete bridge slab fatigue test reinforcement damage theory

Übergeordnetes Werk:	In: Buildings - MDPI AG, 2012, 12(2022), 6, p 704
Übergeordnetes Werk:	volume:12 ; year:2022 ; number:6, p 704

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/buildings12060704

Katalog-ID:	DOAJ028219643

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520			\|a In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design.
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allfields	10.3390/buildings12060704 doi (DE-627)DOAJ028219643 (DE-599)DOAJ564ce0e697b1486bab619d6e55432dad DE-627 ger DE-627 rakwb eng TH1-9745 Yifan Wang verfasserin aut Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design. polyurethane concrete bridge slab fatigue test reinforcement damage theory Building construction Tianlai Yu verfasserin aut Linlin Zhang verfasserin aut Lihui Yin verfasserin aut Yuxuan Wu verfasserin aut Binglin Chen verfasserin aut In Buildings MDPI AG, 2012 12(2022), 6, p 704 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:12 year:2022 number:6, p 704 https://doi.org/10.3390/buildings12060704 kostenfrei https://doaj.org/article/564ce0e697b1486bab619d6e55432dad kostenfrei https://www.mdpi.com/2075-5309/12/6/704 kostenfrei https://doaj.org/toc/2075-5309 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_39 GBV_ILN_40 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 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_4392 GBV_ILN_4700 AR 12 2022 6, p 704
spelling	10.3390/buildings12060704 doi (DE-627)DOAJ028219643 (DE-599)DOAJ564ce0e697b1486bab619d6e55432dad DE-627 ger DE-627 rakwb eng TH1-9745 Yifan Wang verfasserin aut Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design. polyurethane concrete bridge slab fatigue test reinforcement damage theory Building construction Tianlai Yu verfasserin aut Linlin Zhang verfasserin aut Lihui Yin verfasserin aut Yuxuan Wu verfasserin aut Binglin Chen verfasserin aut In Buildings MDPI AG, 2012 12(2022), 6, p 704 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:12 year:2022 number:6, p 704 https://doi.org/10.3390/buildings12060704 kostenfrei https://doaj.org/article/564ce0e697b1486bab619d6e55432dad kostenfrei https://www.mdpi.com/2075-5309/12/6/704 kostenfrei https://doaj.org/toc/2075-5309 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_39 GBV_ILN_40 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 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_4392 GBV_ILN_4700 AR 12 2022 6, p 704
allfields_unstemmed	10.3390/buildings12060704 doi (DE-627)DOAJ028219643 (DE-599)DOAJ564ce0e697b1486bab619d6e55432dad DE-627 ger DE-627 rakwb eng TH1-9745 Yifan Wang verfasserin aut Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design. polyurethane concrete bridge slab fatigue test reinforcement damage theory Building construction Tianlai Yu verfasserin aut Linlin Zhang verfasserin aut Lihui Yin verfasserin aut Yuxuan Wu verfasserin aut Binglin Chen verfasserin aut In Buildings MDPI AG, 2012 12(2022), 6, p 704 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:12 year:2022 number:6, p 704 https://doi.org/10.3390/buildings12060704 kostenfrei https://doaj.org/article/564ce0e697b1486bab619d6e55432dad kostenfrei https://www.mdpi.com/2075-5309/12/6/704 kostenfrei https://doaj.org/toc/2075-5309 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_39 GBV_ILN_40 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 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_4392 GBV_ILN_4700 AR 12 2022 6, p 704
allfieldsGer	10.3390/buildings12060704 doi (DE-627)DOAJ028219643 (DE-599)DOAJ564ce0e697b1486bab619d6e55432dad DE-627 ger DE-627 rakwb eng TH1-9745 Yifan Wang verfasserin aut Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design. polyurethane concrete bridge slab fatigue test reinforcement damage theory Building construction Tianlai Yu verfasserin aut Linlin Zhang verfasserin aut Lihui Yin verfasserin aut Yuxuan Wu verfasserin aut Binglin Chen verfasserin aut In Buildings MDPI AG, 2012 12(2022), 6, p 704 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:12 year:2022 number:6, p 704 https://doi.org/10.3390/buildings12060704 kostenfrei https://doaj.org/article/564ce0e697b1486bab619d6e55432dad kostenfrei https://www.mdpi.com/2075-5309/12/6/704 kostenfrei https://doaj.org/toc/2075-5309 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_39 GBV_ILN_40 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 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_4392 GBV_ILN_4700 AR 12 2022 6, p 704
allfieldsSound	10.3390/buildings12060704 doi (DE-627)DOAJ028219643 (DE-599)DOAJ564ce0e697b1486bab619d6e55432dad DE-627 ger DE-627 rakwb eng TH1-9745 Yifan Wang verfasserin aut Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design. polyurethane concrete bridge slab fatigue test reinforcement damage theory Building construction Tianlai Yu verfasserin aut Linlin Zhang verfasserin aut Lihui Yin verfasserin aut Yuxuan Wu verfasserin aut Binglin Chen verfasserin aut In Buildings MDPI AG, 2012 12(2022), 6, p 704 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:12 year:2022 number:6, p 704 https://doi.org/10.3390/buildings12060704 kostenfrei https://doaj.org/article/564ce0e697b1486bab619d6e55432dad kostenfrei https://www.mdpi.com/2075-5309/12/6/704 kostenfrei https://doaj.org/toc/2075-5309 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_39 GBV_ILN_40 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_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 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_4392 GBV_ILN_4700 AR 12 2022 6, p 704
language	English
source	In Buildings 12(2022), 6, p 704 volume:12 year:2022 number:6, p 704
sourceStr	In Buildings 12(2022), 6, p 704 volume:12 year:2022 number:6, p 704
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	polyurethane concrete bridge slab fatigue test reinforcement damage theory Building construction
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authorswithroles_txt_mv	Yifan Wang @@aut@@ Tianlai Yu @@aut@@ Linlin Zhang @@aut@@ Lihui Yin @@aut@@ Yuxuan Wu @@aut@@ Binglin Chen @@aut@@
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callnumber-first	T - Technology
author	Yifan Wang
spellingShingle	Yifan Wang misc TH1-9745 misc polyurethane concrete misc bridge slab misc fatigue test misc reinforcement misc damage theory misc Building construction Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory
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topic_title	TH1-9745 Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory polyurethane concrete bridge slab fatigue test reinforcement damage theory
topic	misc TH1-9745 misc polyurethane concrete misc bridge slab misc fatigue test misc reinforcement misc damage theory misc Building construction
topic_unstemmed	misc TH1-9745 misc polyurethane concrete misc bridge slab misc fatigue test misc reinforcement misc damage theory misc Building construction
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title	Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory
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title_full	Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory
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title_sort	fatigue performance of rib beam bridge slabs reinforced with polyurethane concrete based on the damage theory
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title_auth	Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory
abstract	In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design.
abstractGer	In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design.
abstract_unstemmed	In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced bridge slabs was systematically studied. The results show that the fatigue damage of the reinforced bridge slab developed in stages. Compared to the unreinforced bridge slab, the fatigue damage of the reinforced bridge slab was significantly reduced at each stage. According to the least square method and numerical analysis results, a residual-bearing-capacity model including damage degree and fatigue cycles of the reinforced bridge slabs is proposed, which can be used as a reference in bridge slab reinforcement design.
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container_issue	6, p 704
title_short	Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory
url	https://doi.org/10.3390/buildings12060704 https://doaj.org/article/564ce0e697b1486bab619d6e55432dad https://www.mdpi.com/2075-5309/12/6/704 https://doaj.org/toc/2075-5309
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