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Analysis of the Versatility of Multi-linear Softening Functions Applied to the Simulation of the Fracture Behaviour of Fibre Reinforced Cementitious Materials

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Academic year: 2020

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Figure

Figure 1.  Sketch of the softening curve, with unloading branch, and central force model for the cohesive crack model
Figure 2. a) Generic element with nodes and crack line, b) displacement jump across the crack line boasting a crack with uniform opening
Figure 4. In the first stage a proposal of the parameters, k, r and f is made. Such values are
Table 1. Concrete mix proportioning
+5

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