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A closed‐form shear resistance model for regions of prestressed beams without flexural cracks

Author(s): ORCID (Dutch Ministry of Infrastructure and Water Management Utrecht The Netherlands)
(Delft University of Technology (TU Delft) Delft The Netherlands)
(Delft University of Technology (TU Delft) Delft The Netherlands)
(Dutch Ministry of Infrastructure and Water Management Utrecht The Netherlands)
(Delft University of Technology (TU Delft) Delft The Netherlands)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 23
Page(s): 1304-1315
DOI: 10.1002/suco.202100695
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.202100695.
  • About this
    data sheet
  • Reference-ID
    10656199
  • Published on:
    17/02/2022
  • Last updated on:
    13/08/2022
 
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