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

Author(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)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 15, v. 24
Page(s): 136943322110262
DOI: 10.1177/13694332211026228
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: 10.1177/13694332211026228.
  • About this
    data sheet
  • Reference-ID
    10612615
  • Published on:
    09/07/2021
  • Last updated on:
    29/11/2021
 
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