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Post-yielding deflection calculation of flexural hybrid reinforced concrete with a combination of fiber reinforced polymer and steel bars

Auteur(s): (Key Laboratory of C and PC Structures Ministry of Education, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast University, Nanjing, China)
ORCID (Key Laboratory of C and PC Structures Ministry of Education, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast University, Nanjing, China)
(College of Civil Engineering, Nanjing Forestry University, Nanjing, China)
(Basalt Fiber and Composite Key Laboratory of Sichuan Province, Dazhou, China)
ORCID (Nanjing Research Institute for Intelligent Infrastructure, Nanjing, China)
(Key Laboratory of C and PC Structures Ministry of Education, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast University, Nanjing, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering
DOI: 10.1177/13694332241260135
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332241260135.
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  • Reference-ID
    10784771
  • Publié(e) le:
    20.06.2024
  • Modifié(e) le:
    20.06.2024
 
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