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Bond and flexural performance of basalt fiber–reinforced polymer bar–reinforced seawater sea sand glass aggregate concrete beams

Auteur(s): (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
(College of Civil Engineering, Nanjing Forestry University, Nanjing, China)
(Dept. of Civil and Environmental Engineering, UNSW, Sydney, Australia)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering, , n. 15, v. 24
Page(s): 136943322110262
DOI: 10.1177/13694332211026228
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332211026228.
  • Informations
    sur cette fiche
  • Reference-ID
    10612615
  • Publié(e) le:
    09.07.2021
  • Modifié(e) le:
    29.11.2021
 
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