Continuous wire reinforcement for jammed granular architecture
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 testi...
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| Veröffentlicht in: | Granular matter 2016-05, Vol.18 (2), p.1, Article 27 |
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| creator | Fauconneau, Matthias Wittel, Falk K. Herrmann, Hans J. |
| description | 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. |
| doi_str_mv | 10.1007/s10035-016-0630-4 |
| format | Article |
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| ispartof | Granular matter, 2016-05, Vol.18 (2), p.1, Article 27 |
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| language | eng |
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| source | Springer Nature - Complete Springer Journals |
| subjects | Complex Fluids and Microfluidics Discrete element method Engineering Fluid Dynamics Engineering Thermodynamics Fiber reinforcement Foundations Geoengineering Granular materials Heat and Mass Transfer Hydraulics Industrial Chemistry/Chemical Engineering Jamming-Based Aleatory Architectures Materials Science Original Paper Physics Physics and Astronomy Sand & gravel Soft and Granular Matter |
| title | Continuous wire reinforcement for jammed granular architecture |
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