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Tensile and flexural tests on ultrahigh performance concrete grouted sleeve connection

Author(s): ORCID (Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha Hunan China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha Hunan China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha Hunan China)
ORCID (Department of Civil Engineering Ohio University Athens Ohio USA)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha Hunan China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 24
Page(s): 703-720
DOI: 10.1002/suco.202200045
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.202200045.
  • About this
    data sheet
  • Reference-ID
    10685387
  • Published on:
    13/08/2022
  • Last updated on:
    21/04/2023
 
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