RP1-1: Co-design of functionally graded concrete building system.
RP1-2: Functionally graded concrete building system – design, optimisation, digital production and reuse.
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Tabular Data - 256 B - 1 Variables, 4 Observations - UNF:6:Mocf0KCZQLUA9QVDDxSP/Q==
Tabular Data - 247 B - 1 Variables, 4 Observations - UNF:6:PrhqPUEDmBIKflPGLJ6Vnw==
Jan 10, 2024
Strahm, Benedikt; Haufe, Carl; Blandini, Lucio, 2024, "Replication Data for: Investigations on the Shear Load-Bearing Behavior of Functionally Graded Concrete Beams with Mineral Hollow Spheres", https://doi.org/10.18419/DARUS-3875, DaRUS, V1
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...
Unknown - 3.7 MB - MD5: 5d872af3d07b72e8c2f62798bf8f349c
Abaqus .inp file that allows the reproduction of the described numerical simulation
Unknown - 25.2 MB - MD5: d487c94f4b769674e0bcb0ab9563c3f4
Abaqus .inp file that allows the reproduction of the described numerical simulation
Unknown - 9.9 MB - MD5: 666f9a449130aab6b002a70160e2e7e6
Abaqus .inp file that allows the reproduction of the described numerical simulation
Unknown - 66.0 MB - MD5: 0e08791a1a58806fd520995ec1d60632
Abaqus .inp file that allows the reproduction of the described numerical simulation
Unknown - 66.0 MB - MD5: 75cbb045c3821a6f17fa60c86c510d1e
Abaqus .inp file that allows the reproduction of the described numerical simulation
MS Excel Spreadsheet - 9.9 KB - MD5: 224fbfaccaf73db029fe18d1c2a4e82d
Determination of the characteristic value of the shear load-bearing capacity of the specimens according to DIN EN 1990
Comma Separated Values - 429.3 KB - MD5: 743c6f3f4c291835660e52177ba2035f
Values for the load-deformation curves of the specimens V1A-V3B compared to the numerical simulation
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