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Unified approach for reinforcement development length using the partly cracked elastic stage for bond strength

Author(s): ORCID (University of Texas at Austin Austin Texas USA)
(University of Texas at Austin Austin Texas USA)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 24
Page(s): 2528-2546
DOI: 10.1002/suco.202200117
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.202200117.
  • About this
    data sheet
  • Reference-ID
    10677015
  • Published on:
    02/06/2022
  • Last updated on:
    02/09/2023
 
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