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Experimental study of reinforced concrete beams reinforced with hybrid spiral-hooked end steel fibres under static and impact loads

Author(s): (School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin, China)
ORCID (School of Civil Engineering, Tianjin University, Tianjin, China)
(Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Perth, WA, Australia)
(School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, NSW, Australia)
ORCID (School of Civil Engineering, Tianjin University, Tianjin, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 15, v. 25
Page(s): 136943322211130
DOI: 10.1177/13694332221113045
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: 10.1177/13694332221113045.
  • About this
    data sheet
  • Reference-ID
    10686121
  • Published on:
    13/08/2022
  • Last updated on:
    10/12/2022
 
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