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Longitudinal joint in decked bulb‐tee beams for accelerated bridge construction with ribbed GFRP bars: Ultimate load and fatigue evaluation

Author(s): (Civil Engineering Technology Program, Georgian College of Applied Science and Technology Toronto Metropolitan University Toronto Ontario Canada)
ORCID (Civil Engineering Technology Program, Georgian College of Applied Science and Technology Toronto Metropolitan University Toronto Ontario Canada)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202401223
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.202401223.
  • About this
    data sheet
  • Reference-ID
    10814756
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
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