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Table 2 Three point RC bend tests, experimental data and material specifications

From: A new 3D damage model for concrete under monotonic, cyclic and dynamic loadings

Experimental data Concrete model parameters
Steel Concrete
E (GPa) σ rupt (MPa) E (GPa) fc (MPa) E (GPa) ν ε t0 ε c0 A t B t A c B c
205 530 28 35 28 0.2 1.14e−4 −3.57e−4 0.8 7000 1.25 395