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

Author(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)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400057
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.202400057.
  • About this
    data sheet
  • Reference-ID
    10783837
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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