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Influence of Non-Local Parameters of Microplane Model on the Simulated Response of the Beam
Vyhlídal, Michal
In this work, the influence of non-local parameters of microplane model for the case of specimens with nominal dimensions 40×40×160 mm with central edge notch with a depth of 12 mm and thickness of 1 mm, which are tested in three-point bending configuration, is analysed. The aim of this work is analysis of the influence of these parameters on the simulated behaviour of cement composite despite the fact that their experimental determination is basically impossible. The results of detailed numerical analysis show that the influence of non-local parameters is not negligible. In general, one can say that the higher their value is, the higher the simulated load bearing capacity of the specimens is achieved.

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