The Effect of Mesh Density in Lattice Models for Concrete with Incorporated Mesostructure

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Abstract:

This paper shows that mesh density dependency in brittle element lattice models cannot be completely removed by incorporating material mesostructure. This is concluded as a result of a series of simulations of fracturing in concrete using a 2D rigid-body-spring network. In the case of notched beams loaded in three-point-bending (TPB), adding finer grain structure led to a significant reduction in the dependency of the peak force on the mesh density. However, the energy dissipated during the fracture simulation was still affected significantly by the mesh density.

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Key Engineering Materials (Volumes 488-489)

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29-32

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September 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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DOI: 10.1201/b10546-49

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