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Experimental investigation on flexural and ductile behaviors of rebar‐reinforced ultra‐high‐performance concrete beams

Author(s): ORCID (Key Laboratory for Wind and Bridge Engineering of Hunan Province College of Civil Engineering, Hunan University Changsha Hunan China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil Engineering, Southeast University Nanjing China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province College of Civil Engineering, Hunan University Changsha Hunan China)
(Civil, Architectural and Environmental Engineering Missouri University of Science and Technology Rolla Missouri USA)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province College of Civil Engineering, Hunan University Changsha Hunan China)
(Shanghai Urban Construction Design & Research Institute Shanghai China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 23
Page(s): 1533-1554
DOI: 10.1002/suco.202100794
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.202100794.
  • About this
    data sheet
  • Reference-ID
    10677014
  • Published on:
    02/06/2022
  • Last updated on:
    13/08/2022
 
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