Addendum to the corresponding paper. The paper describes numerical and experimental investigations of functionally graded concrete beams subjected to three-point bending tests to determine their shear capacity.
The data set includes:
diagrams/
Values for the load-deformation curve of the numerical simulation used to perform the described mesh study
Values for the load-deformation curve of the numerical simulation used to perform the described viscosity study
Values for the load-deformation curves of the specimens V1A-V3B compared to the numerical simulation
crack_pattern/
Images with the observed crack pattern of each specimen of the three-point bending test at different load stages and at ultimate failure.
simulation_input/
Abaqus .inp files that allow the reproduction of the described numerical simulation for different mesh refinements.
statistical_evaluation/
Determination of the characteristic value of the shear load-bearing capacity of the specimens according to DIN EN 1990
The experimental data (load-deformation curve V1A-V3B, crack pattern and statistical evaluation) contains measurements from specimens of functionally graded concrete beams where the load and deflection were measured.
Further data (load-deformation curves for comparison with experiments, mesh study & viscosity study, simulation input) contains compilated input files and results from numerical simulations conducted with the FE-Software ABAQUS.
; Haufe, Carl