Abstract
The behaviour of granular material can be predicted numerically with the discrete element method. This method potentially uses material properties to describe the behaviour of a particle and its interactions with other particles or walls. One characteristic property is the particle contact stiffness. The work described herein reviews on one hand shortly different types of stiffness in particle mechanics and on the other hand, with regard to the experimental work, an overview of the newly developed method to examine the contact behaviour between two particles is given. The advantage of this approach is the exclusion of possible equipment deformation and is, thus, only referring to the deformation of two particles in contact. Therefore, especially the deformation of asperities on the particles’ surface can be taken into account. A variety of contact experiments on single and two particles were conducted to validate the new method. Glass beads with a particle diameter from \(\hbox {d}_\mathrm{p}=\) 0.8 to \(3.0\hbox { mm}\) were chosen and a maximum compression force of \(\hbox {F}= 80\hbox { N}\). While only one material type was studied, this work has the broader implication to present a method for determining a material’s contact stiffness and its evolution during increasing contact. This study is part of the PARDEM research network: www.pardem.eu.
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Acknowledgments
The authors would like to express their gratitude to the European Community under the Marie Curie Actions Initial Training Network and to the Deutsch-Französische Hochschule for the support. We would also like to thank Prof. Ugur Tüzün, Stefan Strege, Mar Combarros and Dr.-Ing. Carsten Schilde for the discussions.
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Paulick, M., Morgeneyer, M. & Kwade, A. A new method for the determination of particle contact stiffness. Granular Matter 17, 83–93 (2015). https://doi.org/10.1007/s10035-014-0537-x
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DOI: https://doi.org/10.1007/s10035-014-0537-x