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Bending resistance mechanism of prestressed ultra-high performance concrete - reinforced concrete beam based on a full-scale experiment

Author(s): (Guangdong Communication Planning & Design Institute Group Co., Ltd, Guangzhou, China)
ORCID (School of Civil Engineering, Guangzhou University, Guangzhou, China)
ORCID (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China)
ORCID (School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China)
ORCID (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 10, v. 27
Page(s): 1746-1761
DOI: 10.1177/13694332241237578
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: 10.1177/13694332241237578.
  • About this
    data sheet
  • Reference-ID
    10770294
  • Published on:
    29/04/2024
  • Last updated on:
    20/09/2024
 
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