Nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex (Q1116732)
From MaRDI portal
 | This is the item page for this Wikibase entity, intended for internal use and editing purposes. Please use this page instead for the normal view: Nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex |
scientific article; zbMATH DE number 4090914
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex |
scientific article; zbMATH DE number 4090914 |
Statements
Nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex (English)
0 references
1989
0 references
The nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex are investigated. The nonlinear equations governing large axi-symmetric deflections of the spherical caps are solved by using the Newton-spline method. Solutions for both unbuckled and buckled states are obtained, and results are compared with those obtained from theoretical and experimental studies.
0 references
Fredholm integral equations of the second kind
0 references
large axi-symmetric deflections
0 references
Newton-spline method
0 references
unbuckled
0 references
buckled states
0 references
