pith:ZVX3QRZ2
Internal stresses in low-Reynolds-number fractal aggregates
Fractal aggregates under settling develop maximum internal stress equal to about 7.5 percent of apparent weight divided by connection area, while shear produces quadratic scaling with radius.
arxiv:2411.12966 v1 · 2024-11-20 · physics.flu-dyn
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Claims
For settling aggregates, the maximum internal stress scales as about 7.5% of the ratio of an aggregate's apparent weight to the area of the thinnest connection, here a single square. For aggregates exposed to a shear flow, the maximum internal stress scales roughly quadratically with the aggregate radius.
The assumption that internal stresses computed from boundary integral external stresses on rigid cubic particles accurately predict breakup locations and that breaking only at the single face of maximum stress produces representative sub-aggregate mass distributions (stated in the abstract description of the model and post-break analysis).
Numerical simulations of low-Re fractal aggregates show internal stress maxima scale as ~7.5% of apparent weight over connection area for settling and quadratically with radius for shear, with differing breakup mass distributions by fractal dimension.
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| First computed | 2026-06-19T16:11:09.126919Z |
|---|---|
| Builder | pith-number-builder-2026-05-17-v1 |
| Signature | Pith Ed25519
(pith-v1-2026-05) · public key |
| Schema | pith-number/v1.0 |
Canonical hash
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Canonical record JSON
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