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Numerical simulation on structural behavior of FRP profile‐concrete hybrid beams with bolt shear connector

Author(s): ORCID (College of Civil Engineering Tongji University Shanghai China)
ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400877
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: 10.1002/suco.202400877.
  • About this
    data sheet
  • Reference-ID
    10801320
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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