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

Advertisement

Empirical approach for the residual flexural tensile strength of steel fiber‐reinforced concrete based on notched three‐point bending tests

Author(s): ORCID (Institut für Massivbau (IfMa), Leibniz Universität Hannover Hannover Germany)
(Schulz Concrete Engineering GmbH (SCE) Hamm Germany)
ORCID (Institut für Baustoffe (ifB), Leibniz Universität Hannover Hannover Germany)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 23
Page(s): 993-1004
DOI: 10.1002/suco.202100565
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.202100565.
  • About this
    data sheet
  • Reference-ID
    10656224
  • Published on:
    17/02/2022
  • Last updated on:
    09/05/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine