%0 Generic %1 strahm2024replication %A Strahm, Benedikt %A Haufe, Carl Niklas %A Blandini, Lucio %D 2024 %K %R 10.18419/darus-3875 %T Replication Data for: Numerical and Experimental Investigations on the Shear Load-Bearing Behavior of Functionally Graded Concrete Components %X 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 1990The 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.

@misc{strahm2024replication, abstract = {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 1990The 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. }, added-at = {2024-01-15T12:35:53.000+0100}, affiliation = {Strahm, Benedikt/Universität Stuttgart, Haufe, Carl/Universität Stuttgart, Blandini, Lucio/Universität Stuttgart}, author = {Strahm, Benedikt and Haufe, Carl Niklas and Blandini, Lucio}, biburl = {https://puma.ub.uni-stuttgart.de/bibtex/220e45939d8b5595532b985ec4d6288db/unibiblio}, doi = {10.18419/darus-3875}, howpublished = {Dataset}, interhash = {ee2b8c6e7cf35eff4d4889637cf49016}, intrahash = {20e45939d8b5595532b985ec4d6288db}, keywords = {}, note = {Related to: [under preparation]}, orcid-numbers = {Strahm, Benedikt/0009-0005-7237-6968, Haufe, Carl/0000-0003-3031-7511, Blandini, Lucio/0000-0002-4592-6347}, timestamp = {2024-01-15T11:35:53.000+0100}, title = {Replication Data for: Numerical and Experimental Investigations on the Shear Load-Bearing Behavior of Functionally Graded Concrete Components}, year = 2024 }