View in EDS

Bond–slip behavior of 1.4362 duplex stainless steel bar embedded in concrete.

Saved in:
Bibliographic Details
Title: Bond–slip behavior of 1.4362 duplex stainless steel bar embedded in concrete.
Authors: Ge, Xiao1 (AUTHOR) xiao.ge@aol.co.uk, Liu, Tai-Lin1 (AUTHOR), Liu, Yan-Hui2 (AUTHOR), Sun, Zhi-Guo3 (AUTHOR), Yang, Yu-Qing4 (AUTHOR), Kashani, Mohammad M.5 (AUTHOR), Wang, Dong-Sheng1 (AUTHOR)
Source: Archives of Civil & Mechanical Engineering (Elsevier Science). Feb2025, Vol. 25 Issue 2, p1-18. 18p.
Subjects: Duplex stainless steel, Concrete construction, Reinforced concrete, Carbon steel, Civil engineering
Abstract: Stainless steel reinforcement is widely used in reinforced concrete structures due to its good corrosion resistance and mechanical properties. In this work, a set of pullout tests on 20 types of specimens are presented. Tensile tests on stainless steel rebars with different diameters and carbon steel rebars are conducted to determine the mechanical properties of rebars. Compressive tests on cubic concrete specimens with different grades are conducted to determine the mechanical properties of concrete. The design of specimens for pullout tests considers the effects of concrete grade, rebar material, rebar diameter, specimen shape, bond length, concrete cover length, rebar position, and stirrups. The damage observation is recorded. The experimental results are compared with the models provided by the Chinese code for the design of concrete structures (GB/50010-2010). With the experimental data, the coefficients of the model are modified by linear fitting. The comparison of bond–slip curves between experimental data and the modified code model is presented. Experimental results indicate that bond strength increases with increasing concrete grades, bar diameter, bond length and concrete cover depth. However, the bond strength between stainless rebar and concrete is smaller than that of carbon steel rebar and concrete. The modified model can produce a better prediction of the bond–slip relation between stainless rebar and concrete. [ABSTRACT FROM AUTHOR]
Copyright of Archives of Civil & Mechanical Engineering (Elsevier Science) is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
FullText Text:
  Availability: 0
Header DbId: egs
DbLabel: Engineering Source
An: 183577969
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Bond–slip behavior of 1.4362 duplex stainless steel bar embedded in concrete.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Ge%2C+Xiao%22">Ge, Xiao</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> xiao.ge@aol.co.uk</i><br /><searchLink fieldCode="AR" term="%22Liu%2C+Tai-Lin%22">Liu, Tai-Lin</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Liu%2C+Yan-Hui%22">Liu, Yan-Hui</searchLink><relatesTo>2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Sun%2C+Zhi-Guo%22">Sun, Zhi-Guo</searchLink><relatesTo>3</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Yang%2C+Yu-Qing%22">Yang, Yu-Qing</searchLink><relatesTo>4</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Kashani%2C+Mohammad+M%2E%22">Kashani, Mohammad M.</searchLink><relatesTo>5</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Wang%2C+Dong-Sheng%22">Wang, Dong-Sheng</searchLink><relatesTo>1</relatesTo> (AUTHOR)
– Name: TitleSource
  Label: Source
  Group: Src
  Data: <searchLink fieldCode="JN" term="%22Archives+of+Civil+%26+Mechanical+Engineering+%28Elsevier+Science%29%22">Archives of Civil & Mechanical Engineering (Elsevier Science)</searchLink>. Feb2025, Vol. 25 Issue 2, p1-18. 18p.
– Name: Subject
  Label: Subjects
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22Duplex+stainless+steel%22">Duplex stainless steel</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+construction%22">Concrete construction</searchLink><br /><searchLink fieldCode="DE" term="%22Reinforced+concrete%22">Reinforced concrete</searchLink><br /><searchLink fieldCode="DE" term="%22Carbon+steel%22">Carbon steel</searchLink><br /><searchLink fieldCode="DE" term="%22Civil+engineering%22">Civil engineering</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Stainless steel reinforcement is widely used in reinforced concrete structures due to its good corrosion resistance and mechanical properties. In this work, a set of pullout tests on 20 types of specimens are presented. Tensile tests on stainless steel rebars with different diameters and carbon steel rebars are conducted to determine the mechanical properties of rebars. Compressive tests on cubic concrete specimens with different grades are conducted to determine the mechanical properties of concrete. The design of specimens for pullout tests considers the effects of concrete grade, rebar material, rebar diameter, specimen shape, bond length, concrete cover length, rebar position, and stirrups. The damage observation is recorded. The experimental results are compared with the models provided by the Chinese code for the design of concrete structures (GB/50010-2010). With the experimental data, the coefficients of the model are modified by linear fitting. The comparison of bond–slip curves between experimental data and the modified code model is presented. Experimental results indicate that bond strength increases with increasing concrete grades, bar diameter, bond length and concrete cover depth. However, the bond strength between stainless rebar and concrete is smaller than that of carbon steel rebar and concrete. The modified model can produce a better prediction of the bond–slip relation between stainless rebar and concrete. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Archives of Civil & Mechanical Engineering (Elsevier Science) is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=183577969
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1007/s43452-025-01142-5
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 18
        StartPage: 1
    Subjects:
      – SubjectFull: Duplex stainless steel
        Type: general
      – SubjectFull: Concrete construction
        Type: general
      – SubjectFull: Reinforced concrete
        Type: general
      – SubjectFull: Carbon steel
        Type: general
      – SubjectFull: Civil engineering
        Type: general
    Titles:
      – TitleFull: Bond–slip behavior of 1.4362 duplex stainless steel bar embedded in concrete.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Ge, Xiao
      – PersonEntity:
          Name:
            NameFull: Liu, Tai-Lin
      – PersonEntity:
          Name:
            NameFull: Liu, Yan-Hui
      – PersonEntity:
          Name:
            NameFull: Sun, Zhi-Guo
      – PersonEntity:
          Name:
            NameFull: Yang, Yu-Qing
      – PersonEntity:
          Name:
            NameFull: Kashani, Mohammad M.
      – PersonEntity:
          Name:
            NameFull: Wang, Dong-Sheng
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 02
              Text: Feb2025
              Type: published
              Y: 2025
          Identifiers:
            – Type: issn-print
              Value: 16449665
          Numbering:
            – Type: volume
              Value: 25
            – Type: issue
              Value: 2
          Titles:
            – TitleFull: Archives of Civil & Mechanical Engineering (Elsevier Science)
              Type: main
ResultId 1