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Analysis on flexural capacity of basalt textile grid‐reinforced ECC strengthening RC beam

Author(s): (School of Civil Engineering Jilin Jianzhu University Changchun Jilin China)
(School of Civil Engineering Jilin Jianzhu University Changchun Jilin China)
(School of Civil Engineering Jilin Jianzhu University Changchun Jilin China)
(Changchun Kuanchuang State‐owned Capital Investment Operation (Group) Co., LTD Changchun Jilin China)
(School of Civil Engineering Jilin Jianzhu University Changchun Jilin China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300913
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.202300913.
  • About this
    data sheet
  • Reference-ID
    10783855
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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