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Comparative study on flexural performance of ultra‐high performance concrete beams reinforced with steel rebar and steel plate

Author(s): (School of Civil Engineering and Architecture Guangxi University Nanning China)
(School of Civil Engineering and Architecture Guangxi University Nanning China)
ORCID (Department of Civil Engineering University of Hong Kong Hong Kong China)
(Civil, Architectural and Environmental Engineering Missouri University of Science and Technology Rolla Missouri USA)
(School of Civil Engineering and Architecture Guangxi University Nanning China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province Hunan University Changsha China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 4, v. 25
Page(s): 2536-2552
DOI: 10.1002/suco.202300145
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.202300145.
  • About this
    data sheet
  • Reference-ID
    10769132
  • Published on:
    29/04/2024
  • Last updated on:
    23/09/2024
 
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