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Experimental and theoretical investigations on the flexural behavior of precast concrete slabs reinforced with prestressing BFRP bars and fibers

Auteur(s): (Key Laboratory of C & 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 & PC Structures Ministry of Education, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast University Nanjing China)
(School of Civil Engineering, Nanjing Forestry University Nanjing China)
(Basalt Fiber and Composite Key Laboratory of Sichuan Province Dazhou China)
(Key Laboratory of C & PC Structures Ministry of Education, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast University Nanjing China)
(Key Laboratory of C & PC Structures Ministry of Education, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast University Nanjing China)
(Key Laboratory of C & 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: Structural Concrete
DOI: 10.1002/suco.202400057
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/suco.202400057.
  • Informations
    sur cette fiche
  • Reference-ID
    10783837
  • Publié(e) le:
    20.06.2024
  • Modifié(e) le:
    20.06.2024
 
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