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Influence of microstructure and residual stresses on the fatigue behaviour of ribbed rebar rods

Subject Area Construction Material Sciences, Chemistry, Building Physics
Term from 2019 to 2023
Project identifier Deutsche Forschungsgemeinschaft (DFG) - Project number 410264412
 
Final Report Year 2024

Final Report Abstract

The development of modern reinforcing bars was significantly driven in the 1960s and 1970s. This included the introduction of different surface geometries, such as sickle-shaped transversal ribs. The introduction of these geometries resulted in a reduction of the service life of reinforcing steel bars in fatigue tests. At the same time, the scatter of the test results increased. A comprehensive analysis of the relationships between fatigue behavior, manufacturing process, microstructure, residual stresses, and surface geometry has not yet been conducted. This gap should be filled by the proposed research project. The results of the research project clearly show that the presence of ribs on the surface of the reinforcing steel bars leads to high levels of stress concentration, which results in fatigue cracks occurring at the locations with the highest stress concentrations. The tensile stresses are caused by both the macroscopic geometry of the transversal rib and the microscopic geometry of the surface. The results clearly indicate that the service life of reinforcing steel is reduced by tensile residual stresses caused by the manufacturing process at the point where the ribs are located. Variations in the service life can be attributed to micro and macroscopic geometric variations in the reinforcing steel bar surface and also by changes in the residual stress state.

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