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Innovative retrofit technique for distortion-induced fatigue cracks in steel girder web gaps

Author(s): (CEAE Department, University of Kansas, Lawrence, KS, USA)
(CEAE Department, University of Kansas, Lawrence, KS, USA)
(CEAE Department, University of Kansas, Lawrence, KS, USA)
(CEAE Department, University of Kansas, Lawrence, KS, USA)
Medium: journal article
Language(s): English
Published in: Bridge Structures, , n. 2-3, v. 9
Page(s): 57-71
DOI: 10.3233/brs-130057
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: 10.3233/brs-130057.
  • About this
    data sheet
  • Reference-ID
    10767728
  • Published on:
    24/04/2024
  • Last updated on:
    24/04/2024
 
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