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Simplified time‐dependent crack width prediction for fiber reinforced concrete flexural members

Author(s): (School of Civil Engineering The University of Sydney Sydney Australia)
ORCID (School of Civil Engineering The University of Sydney Sydney Australia)
(School of Civil and Environmental Engineering UNSW Sydney Sydney Australia)
(Institute of Structural Engineering (IBK) Zürich Switzerland)
ORCID (DICATAM ‐ Department of Civil, Environmental Architectural Engineering and Mathematics, University of Brescia Brescia Italy)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 22
Page(s): 1549-1560
DOI: 10.1002/suco.202000683
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.202000683.
  • About this
    data sheet
  • Reference-ID
    10600701
  • Published on:
    17/04/2021
  • Last updated on:
    26/08/2021
 
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