Refined Rigid Block Model for In-Plane Loaded Masonry

Figure 6

Deformed configurations (a, b, and c) and interface damage (d, e, and f); continuous lines, mortar interfaces and dashed lines, inner block interfaces) at d = 2 mm of the numerical shear tests with varying compression.

(a)

(b)

(c)

(d)

(e)

(f)