Over the past several days, I have spent lots of time thinking about this problem, and I would like to present what I have come up with. My focus has been on addressing the questions that
@Stephen Tashi has been asking, and on using a solid mechanics approach of the type that
@Andy Resnick has been recommending.
The analysis considers a cooked spaghetti noodle, and neglects its bending stiffness; so it is treated as being very flexible. The component of the gravitational force perpendicular to the noodle axis is neglected, but the component of the gravitational force tangent to the noodle contour is included. So the stresses in the noodle do not vary over its cross section. The force balance on the noodle is confined to consideration only of the tension and stress variations in the direction tangent to the noodle contour.
The principal stresses are locally approximated as being oriented in the tangential (axial) direction ##\sigma_z##, the radial direction ##\sigma_r##, and the hoop direction ##\sigma_{\theta}##. We employ Hooke's law in 3D to describe the deformational behavior of the noodle material, and to analyze the state of stress and strain in the noodle:$$\epsilon_z=\frac{\sigma_z-\nu(\sigma_r+\sigma_{\theta})}{E}$$
$$\epsilon_r=\frac{\sigma_r-\nu(\sigma_z+\sigma_{\theta})}{E}$$
$$\epsilon_{\theta}=\frac{\sigma_{\theta}-\nu(\sigma_r+\sigma_{z})}{E}$$where ##\nu## is the Poisson ratio and E is the Young's modulus. In our system, because of cross sectional symmetry, the cross sectional stress distribution will be transversely isotropic, such that $$\sigma_{\theta}=\sigma_r$$ and $$\epsilon_{\theta}=\epsilon_r$$ This enables us to eliminate the hoop stress and hoop strain from the analysis to obtain:
$$\epsilon_z=\frac{\sigma_z-2\nu\sigma_r}{E}$$
$$\epsilon_r=\frac{(1-\nu)\sigma_r-\nu\sigma_z}{E}$$
I've used the following diagram to analyze the problem:
The room atmospheric pressure outside the mouth is ##P_a##, and the reduced pressure inside the mouth is ##P_v<P_a##. So the pressure difference ##P_a-P_v## supports the component of the noodle weight tangent to the noodle contour.
Four sections of the noodle are identified in the figure. Section AB is entirely within the mouth, and does not support any weight; the pressure acting on the surface of the noodle is isotropic and uniform at ##P_v## in this section. Section DE is outside the mouth and is oriented vertically; the tension in the noodle varies axially in this region, although the pressure on the external noodle surface does not vary from ##P_a##. Section CD is also outside the mouth, and is contact with the lower lip (but not the upper lip); so the contour is curved, and only a fraction of gravitational force acts tangent to the contour. In section BC, the noodle is in contact with both lips, and the pressure on the noodle surface varies from ##P_a## at location C to ##P_v## at location B.
I think I'll stop here for now and continue in my next post. Please let me know if you prefer for me to analyze this problem in terms of absolute pressure and stresses, or in terms of absolute pressures and stresses.
Chet