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Local bond-slip model between steel bars and concrete after exposure to high temperatures

Author(s): (Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China)
(Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China)
(Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China)
(Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China)
ORCID (Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332241310679
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1177/13694332241310679.
  • About this
    data sheet
  • Reference-ID
    10808460
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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