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

Author(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)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 12, v. 27
Page(s): 2067-2082
DOI: 10.1177/13694332241260135
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: 10.1177/13694332241260135.
  • About this
    data sheet
  • Reference-ID
    10784771
  • Published on:
    20/06/2024
  • Last updated on:
    20/09/2024
 
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