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Model for estimating the flexural performance of concrete reinforced with hooked end steel fibers using three‐point bending tests

Author(s): ORCID (Full Professor, Department of Civil Engineering Universidad Militar Nueva Granada, UMNG Bogotá Colombia)
(Research Assistant, Department of Civil Engineering Universidad Militar Nueva Granada, UMNG Bogotá Colombia)
(Professor, Institute of Engineering Universidad Nacional Autónoma de México, UNAM Mexico City Mexico)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 22
Page(s): 1760-1783
DOI: 10.1002/suco.202000432
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.202000432.
  • About this
    data sheet
  • Reference-ID
    10589595
  • Published on:
    08/03/2021
  • Last updated on:
    02/09/2021
 
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