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Flexural strengthening of reinforced concrete beams with different levels of damage using ambient-cured ultra-high performance concrete

Author(s): (College of Civil Engineering, Fuzhou University, Fuzhou, China)
(College of Civil Engineering, Fuzhou University, Fuzhou, China)
(Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou, China)
(Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou, China)
(Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-17
DOI: 10.1080/15732479.2023.2275696
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: 10.1080/15732479.2023.2275696.
  • About this
    data sheet
  • Reference-ID
    10749303
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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