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A model for predicting flexural capacity of PVCCFRP tube confined reinforced concrete beams

Author(s): (Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration Harbin China)
(School of Civil Engineering and Architecture, Anhui University of Technology Ma'anshan China)
(School of Civil Engineering and Architecture, Anhui University of Technology Ma'anshan China)
ORCID (School of Civil Engineering and Architecture, Anhui University of Technology Ma'anshan China)
(School of Civil Engineering and Architecture, Anhui University of Technology Ma'anshan China)
(School of Civil Engineering and Architecture, Guangxi University Nanning China)
(School of Civil and Transportation Engineering, Hebei University of Technology Tianjin China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300992
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.202300992.
  • About this
    data sheet
  • Reference-ID
    10801280
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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