Granular drag and lift force on a flexible fiber
In this work, we investigate the forces acting on a flexible fiber dragged through a granular bed. Using discrete element simulations, we observe that, after a sufficiently large displacement, the system reaches a steady state in which both the fiber's shape and the forces acting on it become, on average, constant. Under these conditions, we identify two characteristic lengths that describe the fiber's shape and propose unique scaling laws for the drag and lift forces, valid across a wide range of fiber flexibilities, from highly deformable to nearly rigid, based on these lengths. We highlight that the fiber-grains interaction is governed by a single dimensionless elastogranular parameter, defined as the ratio of the fiber's elastic properties to the granular pressure. Finally, we demonstrate that both the forces and the characteristic lengths can be expressed solely as functions of this dimensionless parameter. Our findings offer a fundamental insight into the behavior of a flexible fiber interacting with a granular medium.
Authors
- Antonio Pol (ORCID: https://orcid.org/0000-0001-6368-7194)
- Fabio Gabrieli (ORCID: https://orcid.org/0000-0002-9562-9527)
- Sara Storti
Institutions
- University of Padua (IT)
- Université de Montpellier (FR)
- Ingénierie des Agropolymères et Technologies Emergentes (FR)
- Institut National de Recherche pour l'Agriculture, l'Alimentation et l'Environnement (FR)
- Institut Agro Montpelier (FR)
Publication Details
- Journal
- Physical review. E
- Published
- 2025-09-25
- DOI
- https://doi.org/10.1103/p2db-yt7h
- Primary Topic
- Geotechnical Engineering and Soil Stabilization
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- European Commission
- Agence Nationale de la Recherche
- Université de Montpellier
- Erasmus+