Advances in Civil Engineering / 2020 / Article / Fig 11

Research Article

Refined Rigid Block Model for In-Plane Loaded Masonry

Figure 11

Interface damage close to the end of the numerical deep beam test: (a) P = 100 kN; (b) P = 120 kN. Continuous lines, mortar interfaces; dashed lines, inner block interfaces.
(a)
(b)

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