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Effect of fiber content and stress–strength ratio on the creep of basalt fiber–reinforced alkali‐activated slag concrete

Author(s): ORCID (School of Civil Engineering, Harbin Institute of Technology Harbin China)
ORCID (School of Civil Engineering, Harbin Institute of Technology Harbin China)
(School of Civil Engineering, Harbin Institute of Technology Harbin China)
(School of Civil Engineering, Harbin Institute of Technology Harbin China)
ORCID (School of Civil and Transportation Engineering, Hebei University of Technology Tianjin China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 23
Page(s): 382-394
DOI: 10.1002/suco.202100443
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.202100443.
  • About this
    data sheet
  • Reference-ID
    10646183
  • Published on:
    10/01/2022
  • Last updated on:
    23/03/2022
 
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