Computation of stresses in jammed packings modeled with Tresca friction

Computation of stresses in jammed packings modeled with Tresca friction
Notice: This research summary and analysis were automatically generated using AI technology. For absolute accuracy, please refer to the [Original Paper Viewer] below or the Original ArXiv Source.

This paper is interested in the computation of stresses within jammed packings of rigid polygonal cells. The cells are considered to follow a Tresca friction law. First, a constrained minimization problem is introduced where the friction energy is minimized while enforcing the non-interpenetration of neighboring cells as inequality constraints. The corresponding dual maximization problem is then deduced and its solutions provide normal stresses at the interface between cells. Finally, lowest order Raviart-Thomas finite elements are used to reconstruct a consistent stress field by solving local problems. Numerical results are presented to showcase the consistency and robustness of the proposed methodology.


💡 Research Summary

The paper presents a novel computational framework for determining internal stress fields in dense packings of rigid polygonal cells—such as brick walls or vaults—using only a Tresca friction law. The authors first model each cell as a rigid body with a translational degree of freedom (rotations are neglected) and define a mesh M of convex polygons. Contact between neighboring cells occurs along internal edges E_i, where a Tresca friction energy E_e(u)=s_T|e|·|


Comments & Academic Discussion

Loading comments...

Leave a Comment