Refined Rigid Block Model for In-Plane Loaded Masonry

Table 1

Mechanical properties of mortar joints and inner block joints of the case studies considered.

Interface	kn (N/mm^3)	ks (N/mm^3)	ft (MPa)	fc (MPa)	GI (N/mm)	GII (N/mm)
Mortar 0.30 MPa	82	36	0.25	10.5	0.018	0.125
Mortar 1.21 MPa	110	50	0.16	11.5	0.018	0.050
Mortar 2.12 MPa	82	36	0.16	11.5	0.018	0.050
Inner block	10^6	10^6	2.00	50.0	0.080	—