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Experimental and numerical study on flexural behaviors of damaged RC beams strengthened with UHPC layer using the bonding technology of post-installed reinforcing bar

Author(s):




Medium: journal article
Language(s): English
Published in: Construction and Building Materials, , v. 391
Page(s): 131835
DOI: 10.1016/j.conbuildmat.2023.131835
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: 10.1016/j.conbuildmat.2023.131835.
  • About this
    data sheet
  • Reference-ID
    10724382
  • Published on:
    30/05/2023
  • Last updated on:
    30/05/2023
 
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