The figure below shows a schematic for the Limp Noodle case. This is the situation we will be analyzing.
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The noodle extends from inside the mouth, through the lips, over the lower lip, and then dangles vertically downward. The pressure outside the mouth is atmospheric pressure ##p_a##, and the pressure inside the mouth is ##p_v<p_a##. Both pressures act strictly perpendicular to surfaces that they contact.
Now let's consider the state of stress within the noodle. In this development, we will be working with absolute pressures and stresses, rather than gauge pressures and gauge stresses. We also adopt the usual sign convention that tensile stresses are regarded as positive and compressive stresses are regarded as negative.
Inside the mouth, the noodle is in a state of isotropic compression throughout, caused by the surrounding air at pressure ##p_v##. Both the radial and axial components of tensile stress within the noodle are equal to ##-p_v##. In the figure, only the axial component of tensile stress is shown. We use the symbol ##\sigma## to represent the axial component of tensile stress in our analysis. So, ##\sigma=-p_v## for the entire portion of the noodle inside the mouth.
Outside the mouth, the axial tensile stress within the noodle varies with elevation z in order to support the weight of the noodle. However, at the very bottom of the noodle at zero elevation (z = 0), the axial tensile stress is equal to ##\sigma =-p_a##, because the noodle is in contact with room air acting normal to its bottom surface.
We will next carry out a differential force balance on the noodle to quantify how the axial tensile stress ##\sigma## within the noodle varies along the contour coordinate s (see figure); the contour coordinate s is the cumulative distance measured along noodle contour, starting at the very bottom of the noodle.
In this development, we treat the noodle in the same manner that we frequently treat ropes in many mechanics problems. The bending rigidity of the noodle is neglected, and the primary focus of the force balance is in the
tangential direction along the noodle contour; the forces acting normal to the contour (e.g., at the bottom lip) are of less interest here, and are not considered. Unlike mechanics problems, the weight of the noodle is included in the force balance. Our objective is to determine the minimum pressure difference required to just support the weight of the noodle, such that the noodle will be in static equilibrium. Any additional pressure difference will cause the noodle to accelerate along the contour into the mouth.
If we perform a differential force balance in the tangential direction on the section of noodle between contour locations ##s## and ##s+\Delta s## (see figure), we obtain: $$A[\sigma(s+\Delta s)-\sigma(s)]=(\rho A \Delta s)\left(g\frac{dz}{ds}\right)\tag{1}$$where A is the cross sectional area of the noodle, ##\rho A \Delta s## is the mass of noodle between contour locations ##s## and ##s+\Delta s##, ##\rho## is the density of the noodle, and ##g\frac{dz}{ds}## is the component of gravity in the local tangential direction along the contour. If we divide Eqn. 1 by A##\Delta s## and take the limit as ##\Delta s## approaches zero, we obtain:$$\frac{d\sigma}{ds}=\rho g\frac{dz}{ds}\tag{2}$$This equation can immediately be integrated between the two ends of the noodle (subject to the boundary conditions on ##\sigma##) to yield:
$$-p_v+p_a=\rho g H\tag{3}$$where H is the maximum elevation of the noodle (relative to the bottom of the dangling portion, see the figure). Therefore, for static equilibrium of the noodle, $$\Delta p=(p_a-p_v)=\rho g H\tag{4}$$
This completes the description on how to determine the pressure difference required for the Limp Noodle case.