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Analysis and prediction of the short‐term flexural stiffness of a steel‐Fiber Reinforced Polymer composite bar‐reinforced concrete beam

Author(s): (Guangxi Key Laboratory of Green Building Materials and Construction Industrialization Guilin University of Technology Guilin China)
(School of Civil Engineering Guilin University of Technology Guilin China)
(School of Civil Engineering Guilin University of Technology Guilin China)
(School of Civil Engineering Guilin University of Technology Guilin China)
(Guangxi Key Laboratory of Green Building Materials and Construction Industrialization Guilin University of Technology Guilin China)
(School of Civil Engineering Guilin University of Technology Guilin China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300922
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.202300922.
  • About this
    data sheet
  • Reference-ID
    10818317
  • Published on:
    12/03/2025
  • Last updated on:
    12/03/2025
 
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