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Flexural performance of reinforced concrete beams made by innovative post-filling coarse aggregate process

Author(s): (State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
ORCID (State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
(State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
(State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 13, v. 24
Page(s): 136943322110093
DOI: 10.1177/13694332211009320
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: 10.1177/13694332211009320.
  • About this
    data sheet
  • Reference-ID
    10609494
  • Published on:
    08/06/2021
  • Last updated on:
    29/11/2021
 
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