1979
DOI: 10.1016/0022-460x(79)90874-5
|View full text |Cite
|
Sign up to set email alerts
|

Parametric response of viscoelastically supported beams

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
17
0

Year Published

2005
2005
2020
2020

Publication Types

Select...
6
4

Relationship

0
10

Authors

Journals

citations
Cited by 52 publications
(17 citation statements)
references
References 2 publications
0
17
0
Order By: Relevance
“…In these investigations, the dashpot element was assumed to represent the viscous damping of the viscoelastic material. Saito and Otomi (1979) investigated the dynamic stability of viscoelastic beams, in which the modulus of elasticity is represented by a complex number, and the loss factor is related to the damping ratio. Kar and Sujata (1991), Kar and Ray (1995), and Ray and Kar (1995) considered the dynamic stability of a cantilevered symmetric sandwich beam, which whose core material is viscoelastic, when subject to a pulsating axial force, using a complex modulus model.…”
Section: Operatorsmentioning
confidence: 99%
“…In these investigations, the dashpot element was assumed to represent the viscous damping of the viscoelastic material. Saito and Otomi (1979) investigated the dynamic stability of viscoelastic beams, in which the modulus of elasticity is represented by a complex number, and the loss factor is related to the damping ratio. Kar and Sujata (1991), Kar and Ray (1995), and Ray and Kar (1995) considered the dynamic stability of a cantilevered symmetric sandwich beam, which whose core material is viscoelastic, when subject to a pulsating axial force, using a complex modulus model.…”
Section: Operatorsmentioning
confidence: 99%
“…Articles of Nakra (1976Nakra ( , 1981Nakra ( , 1984 have extensively treated the aspect of vibration control with viscoelastic materials. Saito and Otomi (1979) considered the response of viscoelastically supported ordinary beams. Bauld (1967) considered the dynamic stability of sandwich columns with pinned ends under pulsating axial loads.…”
Section: Introductionmentioning
confidence: 99%
“…The general Galerkin method is used to reduce the nondimensional equations of motion to a set of coupled Hill's equations with complex coefficients. The static buckling loads are obtained from Hill's equations [22]. The effect of rotation parameters and geometric parameters on the nondimensional static buckling loads is investigated for the pinned-pinned and fixed-free boundary conditions.…”
Section: Introductionmentioning
confidence: 99%