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Shear behavior of glass FRP bars‐reinforced ultra‐high performance concrete I‐shaped beams

Author(s): (College of Civil and Architecture Engineering Guilin University of Technology Guilin China)
(College of Civil and Architecture Engineering Guilin University of Technology Guilin China)
(College of Civil and Architecture Engineering Guilin University of Technology Guilin China)
ORCID (Department of Engineering, School of Science and Technology City, University of London London UK)
(College of Civil and Architecture Engineering Guilin University of Technology Guilin China)
(College of Civil and Architecture Engineering Guilin University of Technology Guilin China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 24
Page(s): 1503-1520
DOI: 10.1002/suco.202100801
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.202100801.
  • About this
    data sheet
  • Reference-ID
    10685346
  • Published on:
    13/08/2022
  • Last updated on:
    21/04/2023
 
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