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Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C‐FRCM system

Author(s): ORCID (School of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen China)
(School of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen China)
(School of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen China)
ORCID (Department of Civil Engineering University of Nottingham Nottingham UK)
(Department of Civil and Transportation Engineering Guangdong University of Technology Guangzhou China)
ORCID (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering College of Civil and Transportation Engineering, Shenzhen University Shenzhen China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 25
Page(s): 659-676
DOI: 10.1002/suco.202300397
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.202300397.
  • About this
    data sheet
  • Reference-ID
    10748298
  • Published on:
    14/01/2024
  • Last updated on:
    10/02/2024
 
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