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Mechanical properties and constitutive model of the buckling restraint rebar under compression loads

Author(s): ORCID (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Beijing Municipal Road & Bridge Group Co., Ltd. Beijing China)
(Key Laboratory of Transport Industry of Bridge Detection Reinforcement Technology Beijing China)
(Key Laboratory of Transport Industry of Bridge Detection Reinforcement Technology Beijing China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 24
Page(s): 6070-6086
DOI: 10.1002/suco.202200965
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.202200965.
  • About this
    data sheet
  • Reference-ID
    10734126
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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