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Improving the shear design of steel-bar reinforced ultra high performance fibre reinforced concrete beams using mesoscale modelling

Author(s): (Hubei Key Laboratory of Geotechnical and Structural Safety, School of Civil Engineering, Wuhan University, Wuhan, China)
ORCID (Hubei Key Laboratory of Geotechnical and Structural Safety, School of Civil Engineering, Wuhan University, Wuhan, China)
(School of Mechanical Engineering, The North University of China, Taiyuan, China)
(Institute for Future Transport and Cities, Coventry University, Coventry, UK)
(Hubei Key Laboratory of Geotechnical and Structural Safety, School of Civil Engineering, Wuhan University, Wuhan, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 4, v. 26
Page(s): 136943322211371
DOI: 10.1177/13694332221137174
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: 10.1177/13694332221137174.
  • About this
    data sheet
  • Reference-ID
    10696548
  • Published on:
    12/12/2022
  • Last updated on:
    20/02/2023
 
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