0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Flexural strengthening of large-scale damaged reinforced concrete bridge slab using UHPC layer with different interface techniques

Author(s): (Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha, China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha, China)
ORCID (Department of Civil Engineering, Stocker Center 102, Ohio University, Athens, OH, USA)
(Department of Bridge Engineering, Hunan University, Changsha, China)
ORCID (School of Civil Engineering, Central South University, Changsha, China)
(Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO, USA)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 6, v. 18
Page(s): 879-892
DOI: 10.1080/15732479.2021.1876104
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: 10.1080/15732479.2021.1876104.
  • About this
    data sheet
  • Reference-ID
    10684867
  • Published on:
    21/06/2022
  • Last updated on:
    21/06/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine