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Effect of the CFRP length and beam curvature on the strength gain of CFRP-strengthened vertically curved circular hollow sections: an experimental study

Author(s): (Department of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka)
(Department of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka)
(School of Civil and Environmental Engineering, Queensland University of Technology, Brisbane, Queensland, Australia)
Medium: journal article
Language(s): English
Published in: Australian Journal of Multi-Disciplinary Engineering
Page(s): 1-8
DOI: 10.1080/14488388.2024.2307191
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: 10.1080/14488388.2024.2307191.
  • About this
    data sheet
  • Reference-ID
    10758405
  • Published on:
    23/03/2024
  • Last updated on:
    23/03/2024
 
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