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Experimental and numerical investigation of low‐velocity impact behavior and failure mode of shear deficient RC beam strengthened with CFRP strips

Author(s): (Civil Engineering Department Bilecik Şeyh Edebali University Bilecik Turkey)
ORCID (Civil Engineering Department Bilecik Şeyh Edebali University Bilecik Turkey)
(Civil Engineering Department Konya Technical University Konya Turkey)
ORCID (Civil Engineering Department Gazi University Ankara Turkey)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202301137
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.202301137.
  • About this
    data sheet
  • Reference-ID
    10801313
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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