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Elastic-plastic flexural behavior of hybrid steel girder bridge considering welded residual stress

Author(s): (Department of Bridge Engineering, College of Highways, Chang’an University, Xi’an, China)
(Department of Bridge Engineering, College of Highways, Chang’an University, Xi’an, China)
(Department of Bridge Engineering, College of Highways, Chang’an University, Xi’an, China)
(Department of Bridge Engineering, College of Highways, Chang’an University, Xi’an, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-23
DOI: 10.1080/15732479.2024.2332429
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: 10.1080/15732479.2024.2332429.
  • About this
    data sheet
  • Reference-ID
    10769946
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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