0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Finite element analysis of ductility and flexural capacity of FRP and steel bars hybrid reinforced concrete beams

Author(s): ORCID (School of Transportation and Logistics Engineering, Wuhan University of Technology Wuhan China)
ORCID (School of Transportation and Logistics Engineering, Wuhan University of Technology Wuhan China)
ORCID (School of Transportation and Logistics Engineering, Wuhan University of Technology Wuhan China)
ORCID (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom Kowloon Hong Kong)
ORCID (Department of the Built Environment Eindhoven University of Technology Eindhoven The Netherlands)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202301066
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.202301066.
  • About this
    data sheet
  • Reference-ID
    10801284
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine