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Development of theoretical model for predicting flexural behavior of GFRP reinforced concrete beams with CFRP grid‐reinforced ECC

Author(s): (Department of Civil Engineering Xi'an Jiaotong University Xi'an Shaanxi China)
(Department of Civil Engineering Xi'an Jiaotong University Xi'an Shaanxi China)
(Department of Civil Engineering Xi'an Jiaotong University Xi'an Shaanxi China)
(Department of Civil Engineering Xi'an Jiaotong University Xi'an Shaanxi China)
(Future City Innovation Technology Co., Ltd. Shaanxi Construction Engineering Holding Group Xi'an China)
(School of Civil Engineering, Chang'an university Xi'an China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 25
Page(s): 583-602
DOI: 10.1002/suco.202201214
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.202201214.
  • About this
    data sheet
  • Reference-ID
    10734080
  • Published on:
    03/09/2023
  • Last updated on:
    10/02/2024
 
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