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Bond-slip behavior and model of sand-coated deformed GFRP bars in ultra-high-performance concrete

Author(s): ORCID (State Key Laboratory of Bridge Safety and Resilience, Hunan University, Changsha, China)
(College of Civil Engineering, Hunan University, Changsha, China)
(College of Civil Engineering, Hunan University, Changsha, China)
ORCID (Department of Structural Engineering, Tongji University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332241310113
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: 10.1177/13694332241310113.
  • About this
    data sheet
  • Reference-ID
    10808446
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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