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Experimental study and calculation method on the flexural resistance of reinforced concrete beam strengthened using high strain‐hardening ultra high performance concrete

Author(s): (Bridge Engineering Department 504 Tongji University Shanghai China)
ORCID (Bridge Engineering Department 711 Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 22
Page(s): 1741-1759
DOI: 10.1002/suco.202000592
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.202000592.
  • About this
    data sheet
  • Reference-ID
    10589594
  • Published on:
    08/03/2021
  • Last updated on:
    02/09/2021
 
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