Refined Rigid Block Model for In-Plane Loaded Masonry

Table 2

Mechanical properties of mortar joints and inner block joints of the masonry deep beam test.

Interface	kn (N/mm^3)	ks (N/mm^3)	ft (MPa)	fc (MPa)	GI (N/mm)	GII (N/mm)
Mortar	165	70	0.29	8.60	0.018	0.050
Inner block	10^6	10^6	2.00	50.0	0.080	—