Author:
Kapustin Dmitriy,Zeid Kilani Leis
Abstract
Abstract
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.
Subject
General Physics and Astronomy