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

Advertisement

Theoretical and experimental investigation of the time‐dependent relaxation rates of GFRP and BFRP reinforcement bars

Author(s): ORCID (TU Darmstadt Institute of Concrete and Masonry Structures Darmstadt Germany)
(TU Darmstadt Institute of Concrete and Masonry Structures Darmstadt Germany)
(TU Darmstadt Institute of Concrete and Masonry Structures Darmstadt Germany)
(TU Darmstadt Institute of Concrete and Masonry Structures Darmstadt Germany)
ORCID (TU Darmstadt Institute of Concrete and Masonry Structures Darmstadt Germany)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 24
Page(s): 2800-2816
DOI: 10.1002/suco.202200212
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.202200212.
  • About this
    data sheet
  • Reference-ID
    10707515
  • Published on:
    21/03/2023
  • Last updated on:
    02/09/2023
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine