| Abstract: | Design for Bending and Bending with axial force of Ultra High Performance Concrete Ultra high performance concrete (UHPC) differs from normaland high strength concrete by having a more compact material structure. The UHPC components show a higher resistance against mechanical abrasions and freeze‐thaw‐stress as well as a greater impermeability for fluids and gases. Without adding steel fibres UHPC is a very brittle material, which fails abruptly. A ductile material behaviour can be reached by using steel fibres. This article describes how to design a UHPC for bending and bending with axial force by generating stress‐strain‐relation. |
