Proposal of Design Formulae for Equivalent Elasticity of Masonry Structures Made with Bricks of Low Modulus

Table 3

Homogenization model result from various researcher.

Model (MPa)					(0.4)
This research
RVE-2	7882	6120	0.1600	0.2046	4520 (2450)
RVE-1	7882	6121	0.1604	0.2044	4441 (2450)
Ma et al. [1]	7899	6274	0.270	0.310	2884
Mistler et al. [19]
3D model	7958	6777	0.164	—	2583
2D Plane Stress	7882	6592	0.159	—	2682
2D generalized plane strain	7971	6811	0.165	—	2584
2D plane strain	8157	6963	0.194	—	2584
Wang et al., [20]
FEM, stack bond [15]	8530	6790	0.196	—	2580
FEM, running bond [15]	8620	6770	0.2	—	2620
Periodic model stack bond	8568	6850	0.191	—	2594
Periodic model stack bond	8574	6809	0.197	—	2620
Periodic model running bond	8574	6809	0.197	—	2620
Multilayer method [14]	8525	6906	0.208	—	2569
Wo-step method [21]	9,187	6,588	0.215	—	2658