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Quantifying the serviceability flexural benefits of using UHPFRC in profiled slabs

Author(s): (School of Architecture and Civil Engineering University of Adelaide Adelaide South Australia Australia)
ORCID (School of Architecture and Civil Engineering University of Adelaide Adelaide South Australia Australia)
(Department of Civil Engineering National Cheng Kung University Tainan City Taiwan)
(School of Architecture and Civil Engineering University of Adelaide Adelaide South Australia Australia)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300389
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.202300389.
  • About this
    data sheet
  • Reference-ID
    10790617
  • Published on:
    01/09/2024
  • Last updated on:
    23/09/2024
 
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