Research Article
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 |
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