z-logo
open-access-imgOpen Access
Flexural behavior of RC beam strengthened by stay in place SFRC sheet formwork
Author(s) -
Dmitriy Kapustin,
Leis Zeid Kilani
Publication year - 2019
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1425/1/012073
Subject(s) - formwork , flexural strength , structural engineering , beam (structure) , materials science , composite material , ultimate tensile strength , engineering
The paper presents results of experimental and numerical modeling of flexural behavior of RC beam strengthened be stay in place SFRC sheet formwork in a tensioned zone. Analysis of influence of the SFRC on crack propagation. As a result monolithic concrete provides the perception of tensile forces before the formation of main cracks in the steel fiber concrete.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here