International Journal of Concrete Structures and Materials

Table 2 Material properties for steel and for the three concrete grades used in the four point bending simulations.

From: Modelling of Stirrup Confinement Effects in RC Layered Beam Finite Elements Using a 3D Yield Criterion and Transversal Equilibrium Constraints

	E\(^s\) (GPa)	\(\sigma _{0}^{s}\) (MPa)	K (MPa)	m	\(\epsilon _{u}^{s}\)
Steel	200	516.5	1.445	1	0.15

	E\(^c\) (GPa)	\(\sigma _{0}^{c}\) (MPa)	\(\alpha \) (1/MPa)	\(\beta \)	\(\epsilon _{u\,0}^c\)
40 MPa	37.4	55.47	0.1099	23.5574	0.0010
75 MPa	39.2	74.56	0.1111	32.1400	0.0010
90 MPa	41.5	81.61	0.1113	35.2978	0.0007

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