Elasticity 1974
DOI: 10.1016/b978-0-08-017053-4.50023-8
|View full text |Cite
|
Sign up to set email alerts
|

Introduction to the Theory of Thin Shells

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
52
0

Year Published

1994
1994
2023
2023

Publication Types

Select...
7
1
1

Relationship

0
9

Authors

Journals

citations
Cited by 38 publications
(52 citation statements)
references
References 0 publications
0
52
0
Order By: Relevance
“…These materials can exhibit very large lateral strains of the order of 10 -215%. It should be noted that when dealing with strain levels of this order that the engineering strain approximation (S = ∆l/l) is no longer valid approximation to the Lagrangian/Eulerian strain [Saada, 1974] and one should use ∆l/(l+∆l) as was noted by Kornbluh and Pelrine [2001]. It should be kept in mind that due to the coupling between the longitudinal and transverse strains that an area correction is required to determine the proper dielectric response since the capacitance is dependent on the area of the film.…”
Section: Figurementioning
confidence: 99%
“…These materials can exhibit very large lateral strains of the order of 10 -215%. It should be noted that when dealing with strain levels of this order that the engineering strain approximation (S = ∆l/l) is no longer valid approximation to the Lagrangian/Eulerian strain [Saada, 1974] and one should use ∆l/(l+∆l) as was noted by Kornbluh and Pelrine [2001]. It should be kept in mind that due to the coupling between the longitudinal and transverse strains that an area correction is required to determine the proper dielectric response since the capacitance is dependent on the area of the film.…”
Section: Figurementioning
confidence: 99%
“…The third assumption translates to neglecting transverse shear. Love extended Kirchhoff's methods and assumptions to thin shells under small deflections (20). Though these Kirchhoff-Love, or classical, theories are limited to isotropic shells and plates under small deflections, the theories are applicable for many problems and they set the precedent for using the shell's middle surface as a computational datum surface.…”
Section: List Of Tablesmentioning
confidence: 99%
“…In essence, the stiffness of the structure changes not because the material becomes plastic but because the shape of the structure changes radically. To A two-dimensional (2-D) theory to describe the three dimensional (3-D) behavior of thin plates with small deflections was developed by Kirchhoff (20). Kirchhoff assumed that the middle plane remains unstrained, normal strains were small enough to be neglected, and that planes normal to the mid-plane before bending remain normal and unwarped after bending.…”
Section: List Of Tablesmentioning
confidence: 99%
“…where: E1 [MPa] is bending modulus of faces, and JR [mm 4 ] is quadratic moment of area of reduced cross-section [18], see Fig. 2.…”
Section: Bending Stiffness Of Sandwich Structure -Effective Elastic Mmentioning
confidence: 99%