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Experimental investigation on shear behavior of double-row perforated GFRP rib connectors in FRP-concrete hybrid beams

Author(s): ORCID (College of Civil Engineering, Tongji University, Shanghai, China)
(College of Civil Engineering, Tongji University, Shanghai, China)
(College of Civil Engineering, Tongji University, Shanghai, China)
ORCID (College of Civil Engineering, Tongji University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332241281549
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: 10.1177/13694332241281549.
  • About this
    data sheet
  • Reference-ID
    10799139
  • Published on:
    23/09/2024
  • Last updated on:
    23/09/2024
 
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