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Flexural behaviour of ECC and ECC–concrete composite beams reinforced with hybrid FRP and steel bars

Author(s): ORCID (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, China)
(School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 14, v. 24
Page(s): 136943322110203
DOI: 10.1177/13694332211020389
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: 10.1177/13694332211020389.
  • About this
    data sheet
  • Reference-ID
    10612622
  • Published on:
    09/07/2021
  • Last updated on:
    29/11/2021
 
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