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Cohesive zone approach to the cyclic response of cracked concrete beams reinforced with externally bonded FRP plate

Author(s): (Composite Structures and Innovative Materials Laboratory (LSCMI), Faculty of Mechanic Engineering, University of Science and Technology of Oran (USTO), Oran, Algeria)
(Composite Structures and Innovative Materials Laboratory (LSCMI), Faculty of Mechanic Engineering, University of Science and Technology of Oran (USTO), Oran, Algeria)
(Composite Structures and Innovative Materials Laboratory (LSCMI), Faculty of Mechanic Engineering, University of Science and Technology of Oran (USTO), Oran, Algeria)
ORCID (Clermont Auvergne University, CNRS, INP Clermont, Pascal Institute, Clermont-Ferrand, France)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering
Page(s): 1-15
DOI: 10.1080/19648189.2024.2440791
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: 10.1080/19648189.2024.2440791.
  • About this
    data sheet
  • Reference-ID
    10808867
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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