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Fatigue enhancement in complex U-rib to diaphragm welds via rib-surface-bonded CFRP plates: Performance evaluation and configuration design

Author(s): ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
(School of Architecture Engineering, Jinling Institute of Technology, Nanjing, China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332241286543
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: 10.1177/13694332241286543.
  • About this
    data sheet
  • Reference-ID
    10802137
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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