Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze-Thaw Cycles
Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are presented in this paper. Four groups of reinforced composite beams with different ECC height replacement ratios subject to 0, 50, 100 and 150 c...
Saved in:
| Published in | International journal of concrete structures and materials Vol. 14; no. 2; pp. 213 - 232 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Singapore
한국콘크리트학회
01.12.2020
Springer Singapore Springer Springer Nature B.V SpringerOpen |
| Subjects | |
| Online Access | Get full text |
Cover
Loading…
| Abstract | Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are presented in this paper. Four groups of reinforced composite beams with different ECC height replacement ratios subject to 0, 50, 100 and 150 cycles of freeze–thaw were physically tested to failure. Experimental results show that the bending capacity decreases with the increase of freeze–thaw cycles regardless of ECC height replacement ratios. However, the ultimate moment, stiffness and durability of ECC specimens and ECC-concrete composite specimens are greater than those of traditional concrete specimens, owing to the excellent tensile performance of ECC materials. With the increase of ECC height, the crack width and average crack spacing gradually decrease. According to materials’ constitutive models, compatibility and equilibrium conditions, three failure modes with two boundary failure conditions are proposed. Simplified formulas for the moment capacity are also developed. The results predicted by the simplified formulas show good agreement with the experimental moment capacity and failure modes. A parametric analysis is conducted to study the influence of strength and height of ECC, amount of reinforcement, concrete strength and cycles of freeze–thaw on moment capacity and curvature ductility of ECC-concrete composite beams. |
|---|---|
| AbstractList | Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are presented in this paper. Four groups of reinforced composite beams with different ECC height replacement ratios subject to 0, 50, 100 and 150 cycles of freeze–thaw were physically tested to failure. Experimental results show that the bending capacity decreases with the increase of freeze–thaw cycles regard-less of ECC height replacement ratios. However, the ultimate moment, stiffness and durability of ECC specimens and ECC-concrete composite specimens are greater than those of traditional concrete specimens, owing to the excellent tensile performance of ECC materials. With the increase of ECC height, the crack width and average crack spacing gradually decrease. According to materials’ constitutive models, compatibility and equilibrium conditions, three failure modes with two boundary failure conditions are proposed. Simplified formulas for the moment capacity are also developed. The results predicted by the simplified formulas show good agreement with the experimental moment capacity and failure modes. A parametric analysis is conducted to study the influence of strength and height of ECC, amount of reinforcement, concrete strength and cycles of freeze–thaw on moment capacity and curvature ductility of ECC-concrete composite beams. KCI Citation Count: 0 Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are presented in this paper. Four groups of reinforced composite beams with different ECC height replacement ratios subject to 0, 50, 100 and 150 cycles of freeze–thaw were physically tested to failure. Experimental results show that the bending capacity decreases with the increase of freeze–thaw cycles regardless of ECC height replacement ratios. However, the ultimate moment, stiffness and durability of ECC specimens and ECC-concrete composite specimens are greater than those of traditional concrete specimens, owing to the excellent tensile performance of ECC materials. With the increase of ECC height, the crack width and average crack spacing gradually decrease. According to materials’ constitutive models, compatibility and equilibrium conditions, three failure modes with two boundary failure conditions are proposed. Simplified formulas for the moment capacity are also developed. The results predicted by the simplified formulas show good agreement with the experimental moment capacity and failure modes. A parametric analysis is conducted to study the influence of strength and height of ECC, amount of reinforcement, concrete strength and cycles of freeze–thaw on moment capacity and curvature ductility of ECC-concrete composite beams. Abstract Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are presented in this paper. Four groups of reinforced composite beams with different ECC height replacement ratios subject to 0, 50, 100 and 150 cycles of freeze–thaw were physically tested to failure. Experimental results show that the bending capacity decreases with the increase of freeze–thaw cycles regardless of ECC height replacement ratios. However, the ultimate moment, stiffness and durability of ECC specimens and ECC-concrete composite specimens are greater than those of traditional concrete specimens, owing to the excellent tensile performance of ECC materials. With the increase of ECC height, the crack width and average crack spacing gradually decrease. According to materials’ constitutive models, compatibility and equilibrium conditions, three failure modes with two boundary failure conditions are proposed. Simplified formulas for the moment capacity are also developed. The results predicted by the simplified formulas show good agreement with the experimental moment capacity and failure modes. A parametric analysis is conducted to study the influence of strength and height of ECC, amount of reinforcement, concrete strength and cycles of freeze–thaw on moment capacity and curvature ductility of ECC-concrete composite beams. |
| ArticleNumber | 11 |
| Audience | Academic |
| Author | Ashraf F. Ashour Wenjie Ge Weigang Lu Dafu Cao |
| Author_xml | – sequence: 1 givenname: Wenjie orcidid: 0000-0002-3062-3749 surname: Ge fullname: Ge, Wenjie email: gewej@yzu.edu.cn organization: College of Civil Science and Engineering, Yangzhou University, School of Hydraulic, Energy and Power Engineering, Yangzhou University – sequence: 2 givenname: Ashraf F. surname: Ashour fullname: Ashour, Ashraf F. organization: Faculty of Engineering and Informatics, University of Bradford – sequence: 3 givenname: Weigang surname: Lu fullname: Lu, Weigang organization: School of Hydraulic, Energy and Power Engineering, Yangzhou University – sequence: 4 givenname: Dafu surname: Cao fullname: Cao, Dafu organization: College of Civil Science and Engineering, Yangzhou University |
| BackLink | https://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002570133$$DAccess content in National Research Foundation of Korea (NRF) |
| BookMark | eNp9kV1v0zAUhiM0JMrYD-AuEuKCi4z4M_ZlyVqoNDG0lWvLcU6KuzQudioYv57TZoDExWxZxzp-n2Mfvy-zsyEMkGWvSXlJiJLvEy9LqYuS4GJKFOJZNqOU8YIwIs6yGdGVLEquxIvsIqVtiUMIoko5y2DZw89DtH3-BWIX4s4ODvLQ5XcjQJ_fgh8w66DNF3Vd1GFwEUbI67Dbh-Rx9wHsLuV3h2YLbkTZGPJlBPgFxfqb_ZHXD66H9Cp73tk-wcVjPM--Lhfr-lNxffNxVc-vCyeoGgtLtZVWSek0rZhuBQUQneXCMsYaxhnrWKWo1VxZVTUlpxVyjWsEyEbj4Xn2bqo7xM7cO2-C9ae4CeY-mvntemUqRpTgCrWrSdsGuzX76Hc2PpyAUyLEjbFx9Ph84ziVnFeauYpw2uiGc6taaBsiHZTOYq03U619DN8PkEazDYc4YKuGMiG01kwRVF1Oqo3FosePHaN1OFvYeYeWdh7zc0kEIRItRaCaABdDShE64_xoRx8GBH1vSGmO_pvJf4P-m6P_RiBJ_iP_NPgUQycmoXbYQPzXxFPQ28cfP-AF0Hr796bPN1eLUjNKhKTsN2D5zbQ |
| CitedBy_id | crossref_primary_10_1016_j_jobe_2023_107881 crossref_primary_10_1088_1757_899X_890_1_012035 crossref_primary_10_3390_buildings13061522 crossref_primary_10_1177_1369433220958764 crossref_primary_10_1016_j_cscm_2022_e01284 crossref_primary_10_1016_j_ceramint_2022_12_057 crossref_primary_10_1002_suco_202200752 crossref_primary_10_1016_j_jobe_2023_106442 crossref_primary_10_1007_s13369_022_06693_w |
| Cites_doi | 10.1016/j.conbuildmat.2016.05.021 10.3901/JME.2014.12.011 10.1007/s40069-012-0018-8 10.1016/j.compstruct.2017.07.034 10.1061/(ASCE)CC.1943-5614.0000381 10.1007/s40069-016-0155-6 10.1016/j.compositesb.2012.07.038 10.1016/j.conbuildmat.2016.08.098 10.1007/s40069-016-0143-x 10.1080/15732479.2014.998241 10.1016/j.conbuildmat.2017.10.077 10.1016/j.compscitech.2004.11.007 10.1007/s40069-017-0219-2 10.1016/j.coldregions.2014.11.004 10.14359/10632 10.1016/j.coldregions.2017.01.003 10.1016/j.conbuildmat.2018.05.122 10.1016/j.conbuildmat.2017.07.126 10.1520/JTE20160145 10.1016/j.conbuildmat.2017.10.101 10.1007/s40069-017-0195-6 10.1016/j.coldregions.2011.02.002 10.1016/j.conbuildmat.2012.04.010 |
| ContentType | Journal Article |
| Copyright | The Author(s) 2020 COPYRIGHT 2020 Springer International Journal of Concrete Structures and Materials is a copyright of Springer, (2020). All Rights Reserved. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. |
| Copyright_xml | – notice: The Author(s) 2020 – notice: COPYRIGHT 2020 Springer – notice: International Journal of Concrete Structures and Materials is a copyright of Springer, (2020). All Rights Reserved. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. |
| DBID | DBRKI TDB C6C AAYXX CITATION 8FE 8FG ABJCF ABUWG AFKRA AZQEC BENPR BGLVJ CCPQU D1I DWQXO HCIFZ KB. L6V M7S PDBOC PHGZM PHGZT PIMPY PKEHL PQEST PQGLB PQQKQ PQUKI PRINS PTHSS DOA ACYCR |
| DOI | 10.1186/s40069-019-0385-5 |
| DatabaseName | DBPIA - 디비피아 Nurimedia DBPIA Journals Springer Nature OA Free Journals CrossRef ProQuest SciTech Collection ProQuest Technology Collection Materials Science & Engineering Collection ProQuest Central (Alumni) ProQuest Central UK/Ireland ProQuest Central Essentials ProQuest Central Technology Collection ProQuest One ProQuest Materials Science Collection ProQuest Central Korea SciTech Premium Collection Materials Science Database (Proquest) ProQuest Engineering Collection Engineering Database Materials Science Collection ProQuest Central Premium ProQuest One Academic Publicly Available Content Database ProQuest One Academic Middle East (New) ProQuest One Academic Eastern Edition (DO NOT USE) ProQuest One Applied & Life Sciences ProQuest One Academic ProQuest One Academic UKI Edition ProQuest Central China Engineering collection DOAJ - Directory of Open Access Journals Korean Citation Index |
| DatabaseTitle | CrossRef Publicly Available Content Database Technology Collection ProQuest One Academic Middle East (New) ProQuest Central Essentials Materials Science Collection ProQuest Central (Alumni Edition) SciTech Premium Collection ProQuest One Community College ProQuest Central China ProQuest Central ProQuest One Applied & Life Sciences ProQuest Engineering Collection ProQuest Central Korea Materials Science Database ProQuest Central (New) Engineering Collection ProQuest Materials Science Collection Engineering Database ProQuest One Academic Eastern Edition ProQuest Technology Collection ProQuest SciTech Collection ProQuest One Academic UKI Edition Materials Science & Engineering Collection ProQuest One Academic ProQuest One Academic (New) |
| DatabaseTitleList | CrossRef Publicly Available Content Database |
| Database_xml | – sequence: 1 dbid: C6C name: SpringerOpen url: http://www.springeropen.com/ sourceTypes: Publisher – sequence: 2 dbid: DOA name: DOAJ Directory of Open Access Journals url: https://www.doaj.org/ sourceTypes: Open Website – sequence: 3 dbid: 8FG name: ProQuest Technology Collection url: https://search.proquest.com/technologycollection1 sourceTypes: Aggregation Database |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 2234-1315 |
| EndPage | 232 |
| ExternalDocumentID | oai_kci_go_kr_ARTI_7318548 oai_doaj_org_article_c42644793c7142b9b44a8dedb16ce0ca A615116400 10_1186_s40069_019_0385_5 NODE09321562 |
| GeographicLocations | China |
| GeographicLocations_xml | – name: China |
| GrantInformation_xml | – fundername: National Natural Science Foundation of China grantid: 51678514; 51308490 – fundername: Yangzhou University Top-level Talents Support Project – fundername: the Science and Technology Project of Jiangsu Construction System grantid: 2018ZD047 – fundername: Postdoctoral Research Foundation of China grantid: 2018M642335 funderid: http://dx.doi.org/10.13039/501100010031 – fundername: Six Talent Peaks Project in Jiangsu Province grantid: JZ-038; 2016 funderid: http://dx.doi.org/10.13039/501100010014 |
| GroupedDBID | 0R~ 2VQ 4.4 5VS 8FE 8FG 9ZL AAFWJ AAJSJ AAKKN ABEEZ ABFTD ABJCF ACACY ACGFS ACIWK ACULB ADBBV ADMLS AENEX AFGXO AFKRA AFPKN AHBYD AHSBF AHYZX ALMA_UNASSIGNED_HOLDINGS AMKLP AMTXH ARCSS BAPOH BCNDV BENPR BGLVJ C24 C6C CCPQU D1I DBRKI EBLON EBS EJD GROUPED_DOAJ GW5 HCIFZ IAO ITC JDI KB. KQ8 KVFHK L6V M7S OK1 PDBOC PHGZT PIMPY PROAC PTHSS RNS SEG SOJ TDB TUS -A0 .UV ADINQ RSV AASML AAYXX CITATION PHGZM PMFND ABUWG AZQEC DWQXO PKEHL PQEST PQGLB PQQKQ PQUKI PRINS PUEGO AAPBV AAYZJ ACYCR AFNRJ AHBXF |
| ID | FETCH-LOGICAL-c528t-a29a6a866c92739d52ee5fa45a333b3433f3782a948a87b0427528bcb5e6b93f3 |
| IEDL.DBID | DOA |
| ISSN | 1976-0485 |
| IngestDate | Tue Nov 21 21:04:49 EST 2023 Wed Aug 27 01:29:42 EDT 2025 Fri Jul 25 11:00:47 EDT 2025 Tue Jun 10 20:26:30 EDT 2025 Thu Apr 24 23:06:59 EDT 2025 Tue Jul 01 03:42:58 EDT 2025 Fri Feb 21 02:35:16 EST 2025 Thu Mar 13 19:38:44 EDT 2025 |
| IsDoiOpenAccess | true |
| IsOpenAccess | true |
| IsPeerReviewed | true |
| IsScholarly | true |
| Issue | 2 |
| Keywords | concrete freeze-thaw cycles flexural performance ECC composite beams freeze–thaw cycles |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c528t-a29a6a866c92739d52ee5fa45a333b3433f3782a948a87b0427528bcb5e6b93f3 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
| ORCID | 0000-0002-3062-3749 |
| OpenAccessLink | https://doaj.org/article/c42644793c7142b9b44a8dedb16ce0ca |
| PQID | 2355999381 |
| PQPubID | 2034740 |
| PageCount | 20 |
| ParticipantIDs | nrf_kci_oai_kci_go_kr_ARTI_7318548 doaj_primary_oai_doaj_org_article_c42644793c7142b9b44a8dedb16ce0ca proquest_journals_2355999381 gale_infotracacademiconefile_A615116400 crossref_citationtrail_10_1186_s40069_019_0385_5 crossref_primary_10_1186_s40069_019_0385_5 springer_journals_10_1186_s40069_019_0385_5 nurimedia_primary_NODE09321562 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 20201200 |
| PublicationDateYYYYMMDD | 2020-12-01 |
| PublicationDate_xml | – month: 12 year: 2020 text: 20201200 |
| PublicationDecade | 2020 |
| PublicationPlace | Singapore |
| PublicationPlace_xml | – name: Singapore – name: Seoul |
| PublicationTitle | International journal of concrete structures and materials |
| PublicationTitleAbbrev | Int J Concr Struct Mater |
| PublicationYear | 2020 |
| Publisher | 한국콘크리트학회 Springer Singapore Springer Springer Nature B.V SpringerOpen |
| Publisher_xml | – name: 한국콘크리트학회 – name: Springer Singapore – name: Springer – name: Springer Nature B.V – name: SpringerOpen |
| References | CaoDFGeWJWangBYTuYMStudy on the flexural behaviors of RC beams after freeze–thaw cyclesJournal of Civil Engineering201513192101 ChoiW-CYunHDAcoustic emission activity of CFRP-strengthened reinforced concrete beams after freeze–thaw cyclingCold Regions Science and Technology2015110475810.1016/j.coldregions.2014.11.004 LiVCWangSWuCTensile strain-hardening behavior of PVA-ECCACI Materials Journal2001986483492 YooDYYoonY-SA review on structural behavior, design, and application of ultra-high-performance fiber-reinforced concreteInternational Journal of Concrete Structures and Materials201610212514210.1007/s40069-016-0143-x ZhangYXSimplified method for evaluating the behavior of strain hardening cementitious composite flexural strengthening reinforced concrete membersEngineering Fracture Mechanics2014121–122112710.3901/JME.2014.12.011 LiVCTailoring ECC for special attributes: A reviewInternational Journal of Concrete Structures and Materials201263135144117005910.1007/s40069-012-0018-8 GeWJAshourAFJiXCaiCCaoDFFlexural behavior of ECC-concrete composite beams reinforced with steel barsConstruction and Building Materials201815917518810.1016/j.conbuildmat.2017.10.101 WuCLiVCCFRPECC hybrid for strengthening of the concrete structuresComposite Structures20171751537238210.1016/j.compstruct.2017.07.034 China Renewable Energy Engineering InstituteTest code for hydraulic concrete SL 352-20062006BeijingChina Water & Power Press DiaoBSunYMaBExperiment of persistent loading reinforced concrete beams under alternative actions of a mixed aggressive solution and freeze–thaw cyclesJournal of Building Structures2009S2281286 CaoDFFuLZYangZWExperimental study on tensile properties of concrete after freeze–thaw cyclesJournal of Building Materials20121514852 HungC-CSuYFMedium-term self-healing evaluation of engineered cementitious composites with varying amounts of fly ash and exposure durationsConstruction and Building Materials201611819420310.1016/j.conbuildmat.2016.05.021 General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of ChinaMetallic materials tensile testing at ambient temperature GB/T228-20022002BeijingStandards press of China WuCPanZKimKSMengSTheoretical and experimental study of effective shear stiffness of reinforced ECC columnsInternational Journal of Concrete Structures and Materials2017114458559710.1007/s40069-017-0219-2 China Academy of Building ResearchStandard for test method of mechanical properties on ordinary concrete GB/T50081-20022003BeijingChina Building Industry Press LiuHZZhangQGuCSSuHZLiVSelf-healing of microcracks in engineered cementitious composites under sulfate and chloride environmentConstruction and Building Materials201715394895610.1016/j.conbuildmat.2017.07.126 China Academy of Building ResearchCode for design of concrete structures GB50010-20102010BeijingChina Building Industry Press GeWCaiCJiXAshourAFCaoDExperimental study of mechanical properties of PVA-ECC under freeze–thaw cyclesJournal of Testing and Evaluation20184662330233810.1520/JTE20160145 ZhangYUedaNNakamuraHKuniedaMinoruBehavior investigation of reinforced concrete members with flexural strengthening using strain-hardening cementitious compositeACI Structural Journal20171142417426 LiuSGuXLHuangQHExperimental study on mechanical properties of steel bars at super-low temperatureJournal of Building Structures200829s14751 PourfalahSBehaviour of engineered cementitious composites and hybrid engineered cementitious composites at high temperaturesConstruction and Building Materials201815892193710.1016/j.conbuildmat.2017.10.077 ACI Committee 224Control of cracking in concrete structures ACI 224R-012001Farmington HillsAmerican Concrete Institute46 CaoDFQinXCMengSPYongmingTUEvaluation of prestress losses in prestressed concrete specimens subjected to freeze–thaw cyclesStructure and Infrastructure Engineering201612215917010.1080/15732479.2014.998241 QinXCMengSPCaoDFTuYMEvaluation of freeze–thaw damage on concrete material and prestressed concrete specimensConstruction and Building Materials201612589290410.1016/j.conbuildmat.2016.08.098 BerryMJohnsonJMcDevittKEffect of cold temperatures on the behavior and ultimate capacity of GFRP-reinforced concrete beamsCold Regions Science and Technology201713691610.1016/j.coldregions.2017.01.003 WangYResearch on mechanical behavior and seismic performance of concrete structure under the freeze–thaw cycles2017XianXi’an University of Architecture and Technology MaalejMLeongKSEngineered cementitious composites for effective FRP-strengthening of RC beamsComposites Science and Technology2005657–81120112810.1016/j.compscitech.2004.11.007 MaalejMLiVCIntroduction of strain-hardening engineered cementitious composites in design of reinforced concrete flexural members for improved durabilityStructural Journal1995922167176 ZhouMHExperiment and test of civil engineering structures2013NanJingSoutheast University Press113114 DingYYuKQYuJTXuSLStructural behaviors of ultra-high performance engineered cementitious composites (UHP-ECC) beams subjected to bending-experimental studyConstruction and Building Materials201817710211510.1016/j.conbuildmat.2018.05.122 SmarzewskiPBarnat-HunekDEffect of fiber hybridization on durability related properties of ultra-high performance concreteInternational Journal of Concrete Structures and Materials201711231532510.1007/s40069-017-0195-6 MaalejMQuekSTAhmedSFLeongKSReview of potential structural applications of hybrid fiber engineered cementitious compositesConstruction and Building Materials2012361121622710.1016/j.conbuildmat.2012.04.010 YuanFPanJLeungCKYFlexural behaviors of ECC and concrete/ECC composite beams reinforced with basalt fiber-reinforced polymerJournal of Composites for Construction201317559160210.1061/(ASCE)CC.1943-5614.0000381 XuSLCaiXZhangYExperimental measurement and analysis of the axial compressive stress-strain curve of ultra high toughness cementitious compositesChina Civil Engineering Journal200942117985 ÖzbayEKarahanOLachemiMHossainKMAtisCDDual effectiveness of freezing–thawing and sulfate attack on high-volume slag-incorporated ECCComposites Part B: Engineering20134511384139010.1016/j.compositesb.2012.07.038 YunH-DKimSWLeeYORokugoKDevittKTensile behavior of synthetic fiber-reinforced strain-hardening cement-based composite (SHCC) after freezing and thawing exposureCold Regions Science and Technology2011671–2495710.1016/j.coldregions.2011.02.002 HognestadEStudy of combined bending and axial load in reinforced concrete members1951UrbanaUniversity of Illinois Engineering Experiment Station KangSTLeeKSChoiJ-lLeeYFelekogluLeeBBangYeonControl of tensile behavior of ultra-high performance concrete through artificial flaws and fiber hybridizationInternational Journal of Concrete Structures and Materials201610S3334110.1007/s40069-016-0155-6 H-D Yun (385_CR36) 2011; 67 ACI Committee 224 (385_CR1) 2001 W-C Choi (385_CR9) 2015; 110 DF Cao (385_CR4) 2012; 15 W Ge (385_CR13) 2018; 46 China Renewable Energy Engineering Institute (385_CR8) 2006 HZ Liu (385_CR21) 2017; 153 MH Zhou (385_CR38) 2013 P Smarzewski (385_CR28) 2017; 11 C Wu (385_CR30) 2017; 175 Y Zhang (385_CR37) 2017; 114 S Liu (385_CR20) 2008; 29 E Özbay (385_CR25) 2013; 45 YX Zhang (385_CR33) 2014; 121–122 Y Ding (385_CR11) 2018; 177 Y Wang (385_CR29) 2017 ST Kang (385_CR17) 2016; 10 VC Li (385_CR18) 2012; 6 B Diao (385_CR10) 2009; S2 General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China (385_CR14) 2002 China Academy of Building Research (385_CR6) 2003 C Wu (385_CR31) 2017; 114 DF Cao (385_CR5) 2016; 12 M Maalej (385_CR24) 2012; 36 DY Yoo (385_CR34) 2016; 10 WJ Ge (385_CR12) 2018; 159 E Hognestad (385_CR15) 1951 VC Li (385_CR19) 2001; 98 XC Qin (385_CR27) 2016; 125 M Maalej (385_CR23) 1995; 92 F Yuan (385_CR35) 2013; 17 C-C Hung (385_CR16) 2016; 118 S Pourfalah (385_CR26) 2018; 158 DF Cao (385_CR3) 2015; 13 China Academy of Building Research (385_CR7) 2010 M Maalej (385_CR22) 2005; 65 M Berry (385_CR2) 2017; 136 SL Xu (385_CR32) 2009; 42 |
| References_xml | – reference: China Renewable Energy Engineering InstituteTest code for hydraulic concrete SL 352-20062006BeijingChina Water & Power Press – reference: ChoiW-CYunHDAcoustic emission activity of CFRP-strengthened reinforced concrete beams after freeze–thaw cyclingCold Regions Science and Technology2015110475810.1016/j.coldregions.2014.11.004 – reference: LiuHZZhangQGuCSSuHZLiVSelf-healing of microcracks in engineered cementitious composites under sulfate and chloride environmentConstruction and Building Materials201715394895610.1016/j.conbuildmat.2017.07.126 – reference: ZhangYUedaNNakamuraHKuniedaMinoruBehavior investigation of reinforced concrete members with flexural strengthening using strain-hardening cementitious compositeACI Structural Journal20171142417426 – reference: ZhangYXSimplified method for evaluating the behavior of strain hardening cementitious composite flexural strengthening reinforced concrete membersEngineering Fracture Mechanics2014121–122112710.3901/JME.2014.12.011 – reference: XuSLCaiXZhangYExperimental measurement and analysis of the axial compressive stress-strain curve of ultra high toughness cementitious compositesChina Civil Engineering Journal200942117985 – reference: China Academy of Building ResearchCode for design of concrete structures GB50010-20102010BeijingChina Building Industry Press – reference: HungC-CSuYFMedium-term self-healing evaluation of engineered cementitious composites with varying amounts of fly ash and exposure durationsConstruction and Building Materials201611819420310.1016/j.conbuildmat.2016.05.021 – reference: WuCLiVCCFRPECC hybrid for strengthening of the concrete structuresComposite Structures20171751537238210.1016/j.compstruct.2017.07.034 – reference: WuCPanZKimKSMengSTheoretical and experimental study of effective shear stiffness of reinforced ECC columnsInternational Journal of Concrete Structures and Materials2017114458559710.1007/s40069-017-0219-2 – reference: QinXCMengSPCaoDFTuYMEvaluation of freeze–thaw damage on concrete material and prestressed concrete specimensConstruction and Building Materials201612589290410.1016/j.conbuildmat.2016.08.098 – reference: CaoDFQinXCMengSPYongmingTUEvaluation of prestress losses in prestressed concrete specimens subjected to freeze–thaw cyclesStructure and Infrastructure Engineering201612215917010.1080/15732479.2014.998241 – reference: LiuSGuXLHuangQHExperimental study on mechanical properties of steel bars at super-low temperatureJournal of Building Structures200829s14751 – reference: ZhouMHExperiment and test of civil engineering structures2013NanJingSoutheast University Press113114 – reference: KangSTLeeKSChoiJ-lLeeYFelekogluLeeBBangYeonControl of tensile behavior of ultra-high performance concrete through artificial flaws and fiber hybridizationInternational Journal of Concrete Structures and Materials201610S3334110.1007/s40069-016-0155-6 – reference: PourfalahSBehaviour of engineered cementitious composites and hybrid engineered cementitious composites at high temperaturesConstruction and Building Materials201815892193710.1016/j.conbuildmat.2017.10.077 – reference: YooDYYoonY-SA review on structural behavior, design, and application of ultra-high-performance fiber-reinforced concreteInternational Journal of Concrete Structures and Materials201610212514210.1007/s40069-016-0143-x – reference: DiaoBSunYMaBExperiment of persistent loading reinforced concrete beams under alternative actions of a mixed aggressive solution and freeze–thaw cyclesJournal of Building Structures2009S2281286 – reference: BerryMJohnsonJMcDevittKEffect of cold temperatures on the behavior and ultimate capacity of GFRP-reinforced concrete beamsCold Regions Science and Technology201713691610.1016/j.coldregions.2017.01.003 – reference: CaoDFGeWJWangBYTuYMStudy on the flexural behaviors of RC beams after freeze–thaw cyclesJournal of Civil Engineering201513192101 – reference: LiVCTailoring ECC for special attributes: A reviewInternational Journal of Concrete Structures and Materials201263135144117005910.1007/s40069-012-0018-8 – reference: WangYResearch on mechanical behavior and seismic performance of concrete structure under the freeze–thaw cycles2017XianXi’an University of Architecture and Technology – reference: China Academy of Building ResearchStandard for test method of mechanical properties on ordinary concrete GB/T50081-20022003BeijingChina Building Industry Press – reference: MaalejMQuekSTAhmedSFLeongKSReview of potential structural applications of hybrid fiber engineered cementitious compositesConstruction and Building Materials2012361121622710.1016/j.conbuildmat.2012.04.010 – reference: General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of ChinaMetallic materials tensile testing at ambient temperature GB/T228-20022002BeijingStandards press of China – reference: SmarzewskiPBarnat-HunekDEffect of fiber hybridization on durability related properties of ultra-high performance concreteInternational Journal of Concrete Structures and Materials201711231532510.1007/s40069-017-0195-6 – reference: ACI Committee 224Control of cracking in concrete structures ACI 224R-012001Farmington HillsAmerican Concrete Institute46 – reference: GeWCaiCJiXAshourAFCaoDExperimental study of mechanical properties of PVA-ECC under freeze–thaw cyclesJournal of Testing and Evaluation20184662330233810.1520/JTE20160145 – reference: LiVCWangSWuCTensile strain-hardening behavior of PVA-ECCACI Materials Journal2001986483492 – reference: ÖzbayEKarahanOLachemiMHossainKMAtisCDDual effectiveness of freezing–thawing and sulfate attack on high-volume slag-incorporated ECCComposites Part B: Engineering20134511384139010.1016/j.compositesb.2012.07.038 – reference: DingYYuKQYuJTXuSLStructural behaviors of ultra-high performance engineered cementitious composites (UHP-ECC) beams subjected to bending-experimental studyConstruction and Building Materials201817710211510.1016/j.conbuildmat.2018.05.122 – reference: MaalejMLeongKSEngineered cementitious composites for effective FRP-strengthening of RC beamsComposites Science and Technology2005657–81120112810.1016/j.compscitech.2004.11.007 – reference: YunH-DKimSWLeeYORokugoKDevittKTensile behavior of synthetic fiber-reinforced strain-hardening cement-based composite (SHCC) after freezing and thawing exposureCold Regions Science and Technology2011671–2495710.1016/j.coldregions.2011.02.002 – reference: HognestadEStudy of combined bending and axial load in reinforced concrete members1951UrbanaUniversity of Illinois Engineering Experiment Station – reference: CaoDFFuLZYangZWExperimental study on tensile properties of concrete after freeze–thaw cyclesJournal of Building Materials20121514852 – reference: MaalejMLiVCIntroduction of strain-hardening engineered cementitious composites in design of reinforced concrete flexural members for improved durabilityStructural Journal1995922167176 – reference: YuanFPanJLeungCKYFlexural behaviors of ECC and concrete/ECC composite beams reinforced with basalt fiber-reinforced polymerJournal of Composites for Construction201317559160210.1061/(ASCE)CC.1943-5614.0000381 – reference: GeWJAshourAFJiXCaiCCaoDFFlexural behavior of ECC-concrete composite beams reinforced with steel barsConstruction and Building Materials201815917518810.1016/j.conbuildmat.2017.10.101 – volume: 118 start-page: 194 year: 2016 ident: 385_CR16 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2016.05.021 – volume: 13 start-page: 92 issue: 1 year: 2015 ident: 385_CR3 publication-title: Journal of Civil Engineering – volume: 121–122 start-page: 11 year: 2014 ident: 385_CR33 publication-title: Engineering Fracture Mechanics doi: 10.3901/JME.2014.12.011 – volume-title: Study of combined bending and axial load in reinforced concrete members year: 1951 ident: 385_CR15 – volume: 6 start-page: 135 issue: 3 year: 2012 ident: 385_CR18 publication-title: International Journal of Concrete Structures and Materials doi: 10.1007/s40069-012-0018-8 – volume-title: Code for design of concrete structures GB50010-2010 year: 2010 ident: 385_CR7 – volume: 175 start-page: 372 issue: 15 year: 2017 ident: 385_CR30 publication-title: Composite Structures doi: 10.1016/j.compstruct.2017.07.034 – volume: 17 start-page: 591 issue: 5 year: 2013 ident: 385_CR35 publication-title: Journal of Composites for Construction doi: 10.1061/(ASCE)CC.1943-5614.0000381 – volume: 10 start-page: 33 issue: S3 year: 2016 ident: 385_CR17 publication-title: International Journal of Concrete Structures and Materials doi: 10.1007/s40069-016-0155-6 – volume-title: Standard for test method of mechanical properties on ordinary concrete GB/T50081-2002 year: 2003 ident: 385_CR6 – volume: S2 start-page: 281 year: 2009 ident: 385_CR10 publication-title: Journal of Building Structures – volume: 98 start-page: 483 issue: 6 year: 2001 ident: 385_CR19 publication-title: ACI Materials Journal – volume: 29 start-page: 47 issue: s1 year: 2008 ident: 385_CR20 publication-title: Journal of Building Structures – volume: 45 start-page: 1384 issue: 1 year: 2013 ident: 385_CR25 publication-title: Composites Part B: Engineering doi: 10.1016/j.compositesb.2012.07.038 – volume: 114 start-page: 417 issue: 2 year: 2017 ident: 385_CR37 publication-title: ACI Structural Journal – volume: 125 start-page: 892 year: 2016 ident: 385_CR27 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2016.08.098 – volume: 10 start-page: 125 issue: 2 year: 2016 ident: 385_CR34 publication-title: International Journal of Concrete Structures and Materials doi: 10.1007/s40069-016-0143-x – volume: 12 start-page: 159 issue: 2 year: 2016 ident: 385_CR5 publication-title: Structure and Infrastructure Engineering doi: 10.1080/15732479.2014.998241 – volume: 158 start-page: 921 year: 2018 ident: 385_CR26 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2017.10.077 – volume: 65 start-page: 1120 issue: 7–8 year: 2005 ident: 385_CR22 publication-title: Composites Science and Technology doi: 10.1016/j.compscitech.2004.11.007 – volume: 114 start-page: 585 issue: 4 year: 2017 ident: 385_CR31 publication-title: International Journal of Concrete Structures and Materials doi: 10.1007/s40069-017-0219-2 – volume: 110 start-page: 47 year: 2015 ident: 385_CR9 publication-title: Cold Regions Science and Technology doi: 10.1016/j.coldregions.2014.11.004 – volume-title: Research on mechanical behavior and seismic performance of concrete structure under the freeze–thaw cycles year: 2017 ident: 385_CR29 – start-page: 46 volume-title: Control of cracking in concrete structures ACI 224R-01 year: 2001 ident: 385_CR1 doi: 10.14359/10632 – volume: 92 start-page: 167 issue: 2 year: 1995 ident: 385_CR23 publication-title: Structural Journal – volume: 136 start-page: 9 year: 2017 ident: 385_CR2 publication-title: Cold Regions Science and Technology doi: 10.1016/j.coldregions.2017.01.003 – volume: 177 start-page: 102 year: 2018 ident: 385_CR11 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2018.05.122 – volume: 42 start-page: 79 issue: 11 year: 2009 ident: 385_CR32 publication-title: China Civil Engineering Journal – volume: 15 start-page: 48 issue: 1 year: 2012 ident: 385_CR4 publication-title: Journal of Building Materials – volume: 153 start-page: 948 year: 2017 ident: 385_CR21 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2017.07.126 – volume: 46 start-page: 2330 issue: 6 year: 2018 ident: 385_CR13 publication-title: Journal of Testing and Evaluation doi: 10.1520/JTE20160145 – volume-title: Test code for hydraulic concrete SL 352-2006 year: 2006 ident: 385_CR8 – volume: 159 start-page: 175 year: 2018 ident: 385_CR12 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2017.10.101 – volume: 11 start-page: 315 issue: 2 year: 2017 ident: 385_CR28 publication-title: International Journal of Concrete Structures and Materials doi: 10.1007/s40069-017-0195-6 – volume-title: Metallic materials tensile testing at ambient temperature GB/T228-2002 year: 2002 ident: 385_CR14 – start-page: 113 volume-title: Experiment and test of civil engineering structures year: 2013 ident: 385_CR38 – volume: 67 start-page: 49 issue: 1–2 year: 2011 ident: 385_CR36 publication-title: Cold Regions Science and Technology doi: 10.1016/j.coldregions.2011.02.002 – volume: 36 start-page: 216 issue: 11 year: 2012 ident: 385_CR24 publication-title: Construction and Building Materials doi: 10.1016/j.conbuildmat.2012.04.010 |
| SSID | ssj0000551806 |
| Score | 2.221859 |
| Snippet | Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are... Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze-thaw cycles are... Abstract Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw... |
| SourceID | nrf doaj proquest gale crossref springer nurimedia |
| SourceType | Open Website Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 213 |
| SubjectTerms | Analysis Building Materials Composite beams Concrete Concrete properties Constitutive models ECC Engineering Equilibrium conditions Failure analysis Failure modes flexural performance Freeze thaw cycles Parametric analysis Reinforcing steels Solid Mechanics Steel Stiffness Structural Materials 토목공학 |
| SummonAdditionalLinks | – databaseName: ProQuest Central dbid: BENPR link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1Lb9QwELbo9gAcEE8RKJWFkJBAVrOxnbVPqLvsqiBRqtJKvVm2411QS1J2U_E48R_4h_wSZrzeLEWihyhSYufhGY-_GdvfEPIsLwsxBTeA6cI6hv4Xs67Pmebac2QbkTEly7v9cu9YvD2RJyngtkjLKlc2MRrqqvEYI98pOHJjaRhgXp1_YZg1CmdXUwqNDbIJJlipHtkcjvcPDrsoS46EYzHBZh_GXQbqKtPUZl-VOwuBRL3gTcPBlWTy0uAUOfw7S71Rz-Ha9foCWfdBdJcQ6T-TqHFsmtwmtxKopLtLLbhDroX6Lrn5F9XgPTIDAX1Dig16sN4qQJsp_dCGcEYPQ2RQ9aGi49GIjZoa0GQbKJoLXNYV6DDYzwsKdgYDN1CsbehkHsKP8Pvnr6OP9isdfccFdvfJ8WR8NNpjKckC87JQLbOFtqVVZek1IBldySIEObVCWs6544LzKQcUYbVQVg0cpuaAes47GUqn4eYD0qubOjwklFd-EOAJgNCmIq8wvRV4M0HygfS5LnxG8lXrGp8YyDERxpmJnogqzVIgBgRiUCBGZuRFV-V8Sb9xVeEhiqwriMzZ8UIzn5nUEY2PEBCskh_0ReG0E8KqKlSuX_qQe5uR5yhwg60OH-dt2qYAv4hMWWYXISD4mHmekaegE-bUf4pvwvOsMadzA57IGzPAbelCZWS7U5nuw_bfvx7nAJzBdy4ysrXSI5PMx8KslT0jL1e6tb793xZ4dPXDHpMbBYYL4mqcLdJr5xfhCWCq1m2njvMHrSkYiw priority: 102 providerName: ProQuest – databaseName: Springer Nature OA Free Journals dbid: C6C link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1Lb9QwELZoOQAHxFMESmUhJCSQReJX4mMbdlWQKAhaqTfLdpwWtWTRbioeJ_4D_5Bfwow3m7YIkDhEkRzbSTzj8Td-fEPI41xz2YIbwAx3nqH_xZwvBDPCBIFsIyqFZHm9q3f25asDdTCQReNZmPPr90Wlny8kcumCwwuXqBRTa-SyKkSJURpqXY_TKTkyi6VImgUMsAz0Ug1rmH-s5cIolMj6R5O81s0h7Up3ivT6IKML0PO31dI0CE1vkOsDeqRbS3HfJJdid4tcO8cpeJscgiS-IJcGfXt2JoDOWvq-j_GEvouJKjXEhk7qmtWzDmBjHynaBdy_Fel2dB8XFAwKztBAtn5Gp_MYv8Wf33_sHbnPtP6KO-nukP3pZK_eYUM0BRYUr3rmuHHaVVoHA5DFNIrHqFonlRNCeCGFaAXABWdk5arSYwwOKOeDV1F7Aw_vkvVu1sV7hIomlBFqACjWyrzBOFbgtkQlShVyw0NG8lXr2jBQjWPEixObXI5K26VALAjEokCsysjTscinJc_GvzJvo8jGjEiRnRJAc-zQ42xIWA_MTygLyb3xUrqqiY0vdIh5cBl5ggK32OrwccEN5xHgF5ESy24h1gNnMs8z8gh0wh6HD-lNeD-c2eO5BZfjpS3x_LmsMrI5qsz4YbtvXkxyQMjgJPOMbKz0yA52YmG5QMY3A7ApI89WunX2-K8tcP-_cj8gVzlOE6RdOBtkvZ-fxoeApXq_mXrRL2PCD4w priority: 102 providerName: Springer Nature |
| Title | Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze-Thaw Cycles |
| URI | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE09321562 https://link.springer.com/article/10.1186/s40069-019-0385-5 https://www.proquest.com/docview/2355999381 https://doaj.org/article/c42644793c7142b9b44a8dedb16ce0ca https://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002570133 |
| Volume | 14 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| ispartofPNX | International Journal of Concrete Structures and Materials, 2020, 14(2), 53, pp.213-232 |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwrV1bb9MwFLbYeAAeEFctMCoLISGBoiW-pPbjGloGEmUam7Q3y3acgTZS1Gbi8sR_4B_ySzjHSbsOCXjhoamaOE1yzhef7yT2dwh5khVM1JAGpJpZl2L-lVqX81Rz7TmqjchYkuXNtNg7Eq-P5fFaqS8cE9bJA3eG2_ExZAOK_DAXzGknhFVVqFxe-JD5SI0g5q0lU52qt8xVLKyZQ7xNAaayf6WZq2JnIVCgF7Jo-HAlU3kpKEXt_lUPvdHMYd215hzV9sFll5joby9PY0ya3CI3ezJJd7uLuE2uhOYOubEmMXiXnIBjvqC0Bt2_mCJAZzV914ZwRg9CVE71oaLjskzLWQMssg0UuwkczhXoKNiPCwr9Cz6wgWbtjE7mIXwLP7__OHxvP9PyKw6su0eOJuPDci_tiyukXjLVppZpW1hVFF4Dg9GVZCHI2gppOeeOC85rDuzBaqGsGjosyQH7Oe9kKJyGjffJZjNrwhahvPLDAP8AzKwWWYVlrSCLCZIPpc808wnJltY1vlcexwIYZyZmIKownUMMOMSgQ4xMyLPVLp862Y2_NR6hy1YNUTE7rgAcmR5H5l84SshTdLhBq8PJedtPT4BLRIUss4vUD3LLLEvIY8CEOfUf4pHw-2RmTucGMpBXZojT0YVKyGAFmdWJTd--GGdAmCFnZgnZXuLI9N3GwjCOAnAaWFRCni-xdbH5jxZ48D8s8JBcZ_gwIY7V2Sab7fw8PALG1boB2VCTlwNydTSe7h_Ar5IJXBblIN52vwC67iQe |
| linkProvider | Directory of Open Access Journals |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3dbtMwFLa2cTG4QPyKwBgWAiGBoqV2nMYXCG1dS8u2gqCTdmdsxy1oIxltpjGueAfeg4fiSTjHTVKGxO52UVVKHDf1-f388x1CnkQJi8cAA0LJtAkRf4XatHgoubQc2UaEL8myN0z6-_GbA3GwRH7VZ2FwW2XtE72jzgqLc-QbjCM3loQA8-r4a4hVo3B1tS6hMVeLHXd2CpBt9nKwDfJ9ylivO-r0w6qqQGgFS8tQM6kTnSaJlRC6ZSaYc2KsY6E554bHnI85hE0t41SnbYO1KOA5Y41wiZFwE_pdJlegnUSwl_ZeN3M6EdKb-XKeLYjyIRiHqBZSW2myMYuRFhiwO3x4KkJxLhT6igFNXFjOp3BtNT9Bjn9QlHP57z9Ltj4S9m6Q61UKSzfnOneTLLn8Frn2F7HhbTIBdfiGhB703eJgAi3G9EPp3BF97zxfq3UZ7XY6YafIIXctHUXnhJvIHN1y-suMglfDaSJoVha0N3Xuu_v94-fokz6lnTPczneH7F_K4N8lK3mRu3uE8sy2HfQA-eA4jjIspgXYyQneFjaSzAYkqkdX2YrvHMtuHCmPe9JEzQWiQCAKBaJEQJ43jxzPyT4uaryFImsaIk-3v1BMJ6oye2V9wgk-0LZbMTPSxLFOM5eZVmJdZHVAnqHAFY46vJzV1aEI-IvIy6U2MeEERBtFAXkMOqEO7Wf_S_g9KdThVAHuGag2HoKP04CsNyrTvNjw7XY3gjQdkDoLyFqtR6pyVjO1MK2AvKh1a3H7vyNw_-LOHpHV_mhvV-0OhjsPyFWGExV-H9AaWSmnJ-4hZHOlWfcmRMnHy7bZPwLsUtc |
| linkToPdf | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3bbtNAEB21qcTlAXEVhlJWCIQEsuLsen15QKi5qaEQqtJKfVvW63VALXZJUpXyxD_wN3wOX8KMYzsUib71IYpkrzfOzuzMnN3ZMwBPvYD7GcIAN-Y6cQl_uTrpCDcWsRHENiLLkizvxsHWvv_mQB6swK_6LAylVdY2sTTUaWFojbzNBXFjxehg2lmVFrHTH74-_upSBSnaaa3LaSxUZNuenSJ8m70a9VHWzzgfDvZ6W25VYcA1kkdzV_NYBzoKAhOjG49Tya2VmfalFkIkwhciE-hCdexHOgoTqkuBzyUmkTZIYryJ_a7CWkioqAVr3cF4Z7dZ4fGI7Kws7tlBn-_iVJHVtmonCtozn0iCEcnjR0TSleccY1k_oPESq_kUr13NT4jxH9XmXDT8zwZu6ReHN-FGFdCyzYUG3oIVm9-G63_RHN6BCSrHN6L3YDvLYwqsyNiHubVHbNeW7K3GpmzQ67m9IsdIdm4ZmSpKKbOsa_WXGUMbR4tG2GxesOHU2u_294-fe5_0KeudUXLfXdi_lOG_B628yO19YCI1ocUeMDrMfC-l0lqIpKwUoTRezI0DXj26ylTs51SE40iVKCgK1EIgCgWiSCBKOvCieeR4Qf1xUeMuiaxpSKzd5YViOlGVEVCmDD_RIpqw4_MkTnxfR6lNk05grGe0A89J4IpGHV_O6OqIBP5FYulSmxR-Ir71PAeeoE6oQ_O5_CX6nhTqcKoQBY1USEfi_ciBjUZlmhcbv-8PPAzaEbdzB9ZrPVKV6Zqp5URz4GWtW8vb_x2BBxd39hiu4HxVb0fj7YdwjdOqRZkUtA6t-fTEPsLQbp5sVHOIwcfLnrZ_APeFWGk |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Flexural+Performance+of+Steel+Reinforced+ECC-Concrete+Composite+Beams+Subjected+to+Freeze-Thaw+Cycles&rft.jtitle=International+journal+of+concrete+structures+and+materials&rft.au=Ge%2C+Wenjie&rft.au=Ashour%2C+Ashraf+F&rft.au=Lu%2C+Weigang&rft.au=Cao%2C+Dafu&rft.date=2020-12-01&rft.pub=Springer&rft.issn=1976-0485&rft.volume=14&rft.issue=1&rft_id=info:doi/10.1186%2Fs40069-019-0385-5&rft.externalDocID=A615116400 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1976-0485&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1976-0485&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1976-0485&client=summon |