1981
DOI: 10.1007/bf00052512
|View full text |Cite
|
Sign up to set email alerts
|

The fluid-filled cylindrical membrane container

Abstract: The static shape of a fluid-filled membrane cylinder can be described by a set of nonlinear differential equations. These equations depend on a nondimensional parameter/3 representing the relative importance between pressure and the gravity force. The solution is found by three methods: similarity solution for small/3, asymptotic solution for large/3, and numerical integration.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2

Citation Types

0
6
0

Year Published

1983
1983
2020
2020

Publication Types

Select...
6
1
1

Relationship

0
8

Authors

Journals

citations
Cited by 31 publications
(6 citation statements)
references
References 0 publications
0
6
0
Order By: Relevance
“…To estimate the squashing depth δ that measures the change in the vertical height of the cylinder in the squashed state, we neglect the bending energy of the thin shell (  h R) as compared with the energy due to stretching. In this case, the equilibrium shape of the gravity deformed cross-section of the cylinder filled with an incompressible fluid of density ρ l can be found by bal- www.nature.com/scientificreports www.nature.com/scientificreports/ ancing the tension T per unit axial length of the elastic shell with the hydrostatic pressure 56 . In particular, we obtain…”
Section: Theoretical Modelmentioning
confidence: 99%
“…To estimate the squashing depth δ that measures the change in the vertical height of the cylinder in the squashed state, we neglect the bending energy of the thin shell (  h R) as compared with the energy due to stretching. In this case, the equilibrium shape of the gravity deformed cross-section of the cylinder filled with an incompressible fluid of density ρ l can be found by bal- www.nature.com/scientificreports www.nature.com/scientificreports/ ancing the tension T per unit axial length of the elastic shell with the hydrostatic pressure 56 . In particular, we obtain…”
Section: Theoretical Modelmentioning
confidence: 99%
“…To estimate the squashing depth δ that measures the change in the vertical height of the cylinder in the squashed state, we neglect the bending energy of the thin shell (h ≪ R) as compared with the energy due to stretching. In this case, the equilibrium shape of the gravity deformed crosssection of the cylinder filled with an incompressible fluid of density ρ l can be found by balancing the tension T per unit axial length of the elastic shell with the hydrostatic pressure [54]. In particular, we obtain ρ l gH = T (κ B −κ A ), where H is the height difference between the points A and B in Fig.5(left) and κ A,B denotes the curvature of the shell at the points (A, B).…”
Section: Theoretical Modelmentioning
confidence: 99%
“…Demiray and Levinson [1] formulated the governing equations according to the equilibrium of force and the geometric boundary conditions, and obtained the analytic solution expressed in terms of elliptic integrals. Wang and Watson [2] studied the shapes of the structures in lightly or heavily pressurized conditions. Namias [3] found the approximate solutions, which covered a wider range of the low and high pressures than that of Wang and Watson [2].…”
Section: Introductionmentioning
confidence: 99%
“…Wang and Watson [2] studied the shapes of the structures in lightly or heavily pressurized conditions. Namias [3] found the approximate solutions, which covered a wider range of the low and high pressures than that of Wang and Watson [2]. Plaut and Suherman [4] reviewed the analytic and approximate solutions in terms of the pressure at the bottom of the tube and at the top.…”
Section: Introductionmentioning
confidence: 99%