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Nonlinear finite element modeling of bridge piers under the combined effect of corrosion, freeze–thaw cycles, and service load

Author(s): ORCID (Department of Civil Engineering University of Ottawa Ottawa Ontario Canada)
(Department of Civil Engineering University of Ottawa Ottawa Ontario Canada)
(Department of Civil Engineering University of Ottawa Ottawa Ontario Canada)
(Department of Civil Engineering University of Ottawa Ottawa Ontario Canada)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 4, v. 24
Page(s): 5215-5232
DOI: 10.1002/suco.202200370
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.202200370.
  • About this
    data sheet
  • Reference-ID
    10707438
  • Published on:
    21/03/2023
  • Last updated on:
    02/09/2023
 
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