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Numerical study on the flexural and shear behavior of steel fiber and high‐strength steel combination in ultra‐high‐performance fiber‐reinforced concrete beams under cyclic loading

Author(s): ORCID (Department of Civil Engineering Islamic Azad University, Maragheh Branch Maragheh Iran)
(Department of Civil Engineering Islamic Azad University, Maragheh Branch Maragheh Iran)
(Faculty of Civil Engineering University of Tabriz Tabriz Iran)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300760
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.202300760.
  • About this
    data sheet
  • Reference-ID
    10807535
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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