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Tensorial modeling of an oscillating and cavitating microshell used as a contrast agent

Tensorial modeling of an oscillating and cavitating microshell used as a contrast agent. Objectives. Formulate an equation for the shell with tensorial analysis using the Mooney Rivlin hyperelastic model. Determine the parametric relations

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Tensorial modeling of an oscillating and cavitating microshell used as a contrast agent

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  1. Tensorial modeling of an oscillating and cavitatingmicroshell used as a contrast agent

  2. Objectives • Formulate an equation for the shell with tensorial analysis using the Mooney Rivlinhyperelastic model. • Determine the parametric relations • Solve the equation to predict the behaviour of the system

  3. Mathematical model • Using the Cauchy Stress equation together with the Navier-Stokes equations with their conditions and taking into account spherical symmetry for a thin microshell.

  4. Mathematicalmodel • The transient Cauchy Eq. With the stresses

  5. Mathematicalmodel • For a Mooney Rivlin material we have the elastic potential.

  6. Cauchy’s Eq. can be integrated as:

  7. Mathematicalmodel • At the same time we have the R-P Eq.

  8. Mathematicalmodel • The stresses at both inside as a gas and outside of the shell as a liquid, must stand equilibrium.

  9. Mathematicalmodel • With both equations and the balance equations we have:

  10. Mathematicalmodel • Introducing the nondimensional variables

  11. Mathematicalmodel • We can rewrite the dimensionless equation as

  12. Mathematicalmodel • For the last equation the initial conditions are • And the dimensionless parameters are

  13. Results • For typical experimental physical values

  14. Results

  15. Results

  16. Results

  17. Results

  18. Conclusions • We obtained a simple model for a Money Rivlin shell • The thin shell approach led to a very close interval in the parameters, which showed two modes of collapse. • The violent collapse • The ever growing collapse, we suppose an elastic response from the shell deformation

  19. Conclusions • The main parameters P and bA showed to be the main drivers of the collapse however the elastic parameters can shorten or prolong the collapse • The linearized equation shows this competence

  20. Conclusions • Further studies on the frequency and stability of the equation should be done

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