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arXiv · 1511.05705

Continuous Wire Reinforcement for Jammed Granular Architecture

Matthias Fauconneau·Falk K. Wittel·Hans J. Herrmann
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Abstract

The mechanical behavior of continuous fiber reinforced granular columns is simulated by means of a Discrete Element Model. Spherical particles are randomly deposited simultaneously with a wire, that is deployed following different patterns inside of a flexible cylinder for triaxial compression testing. We quantify the effect of three different fiber deployment patterns on the failure envelope, represented by Mohr-Coulomb cones, and derive suggestions for improved deployment strategies.

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Matthias Fauconneau, Falk K. Wittel, Hans J. Herrmann. 2015-11-18. Continuous Wire Reinforcement for Jammed Granular Architecture. https://arxiv.org/abs/1511.05705

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