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Continuous wire reinforcement for jammed granular architecture
by
Herrmann, Hans J.
, Wittel, Falk K.
, Fauconneau, Matthias
in
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
2016
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Continuous wire reinforcement for jammed granular architecture
by
Herrmann, Hans J.
, Wittel, Falk K.
, Fauconneau, Matthias
in
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
2016
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While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Continuous wire reinforcement for jammed granular architecture
by
Herrmann, Hans J.
, Wittel, Falk K.
, Fauconneau, Matthias
in
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
2016
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Continuous wire reinforcement for jammed granular architecture
Journal Article
Continuous wire reinforcement for jammed granular architecture
2016
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Overview
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.
Publisher
Springer Berlin Heidelberg,Springer Nature B.V
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