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Fatigue prediction model of ultra-high-performance concrete beams prestressed with CFRP tendons

Author(s): (College of Civil Engineering, Hunan University, Changsha, China)
ORCID (College of Civil Engineering, Hunan University, Changsha, China)
(College of Civil Engineering, Hunan University, Changsha, China)
(Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China)
(Hunan Provincial Transportation Engineering Quality Supervision Bureau, Changsha, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 3, v. 25
Page(s): 136943322110623
DOI: 10.1177/13694332211062340
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: 10.1177/13694332211062340.
  • About this
    data sheet
  • Reference-ID
    10647921
  • Published on:
    10/01/2022
  • Last updated on:
    17/02/2022
 
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