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Effect of pavement layer temperature on fatigue performance of rib-to-deck weld details in orthotropic steel bridge decks

Author(s):
ORCID


Medium: journal article
Language(s): English
Published in: Construction and Building Materials, , v. 452
Page(s): 138919
DOI: 10.1016/j.conbuildmat.2024.138919
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.2024.138919.
  • About this
    data sheet
  • Reference-ID
    10803754
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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