Numerical Theoretical Study on Mechanical Properties of New Reinforced Tenon Precast Shear Walls

Table 2

Parameters for ABAQUS material definition of concrete.

Parameter	Taken value	Description
	32	Dilation angle
e	0.1	Eccentricity
	1.16	The ratio of initial equibiaxial compressive yield stress to initial uniaxial compressive yield stress
K	0.6667	KC, the ratio of the second stress invariant on the tensile meridian
	0.005	Viscosity parameter