Can Non-Newtonian Fluids Predict Pole (De)acceleration in Oobleck?

Click For Summary
SUMMARY

This discussion focuses on modeling the (de)acceleration of a pole dropped into a non-Newtonian fluid, specifically oobleck, which consists of cornstarch and water. The parameters involved include the pole's length (L), mass (M), radius (R), impact velocity (v), and the known density and viscosity of the oobleck. The viscosity is dependent on shear stress, indicating that computational methods are necessary for accurate modeling, as an analytical solution is unlikely to exist.

PREREQUISITES
  • Understanding of non-Newtonian fluid dynamics
  • Knowledge of shear stress and viscosity relationships
  • Familiarity with computational modeling techniques
  • Basic principles of physics related to motion and forces
NEXT STEPS
  • Research computational fluid dynamics (CFD) software for simulating non-Newtonian fluids
  • Explore the mathematical modeling of shear-thinning fluids
  • Study the effects of impact dynamics on fluid behavior
  • Investigate numerical methods for solving complex fluid equations
USEFUL FOR

Researchers in fluid dynamics, physicists studying material properties, and engineers involved in simulations of non-Newtonian fluids will benefit from this discussion.

eisenstein
Messages
1
Reaction score
0
Here is the problem.

I drop a pole (say length L, mass M, radius R) on a non-Newtonian fluid (corn starch and water) with impact velocity v. The density and viscosity of the oobleck is known, and I know the dimensions of the oobleck container (a square box of length S filled up to height H, so the volume is H*S*S). I want to model the (de)acceleration of the pole as a function of v. Is this possible?
 
Physics news on Phys.org
The viscosity is known as a function of shear stress? If so, it's possible, but it is a pretty complicated problem, and I doubt an analytical solution is available (computational methods would be required).
 

Similar threads

  • · Replies 2 ·
Replies
2
Views
1K
Replies
0
Views
2K
  • · Replies 2 ·
Replies
2
Views
2K
Replies
9
Views
2K
  • · Replies 1 ·
Replies
1
Views
8K
Replies
31
Views
4K
  • · Replies 2 ·
Replies
2
Views
16K
Replies
5
Views
5K
  • · Replies 4 ·
Replies
4
Views
3K
  • · Replies 1 ·
Replies
1
Views
5K