2007
DOI: 10.1016/j.ijnonlinmec.2006.09.006
|View full text |Cite
|
Sign up to set email alerts
|

Zener internal damping in modelling of axially moving viscoelastic beam with time-dependent tension

Abstract: This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting galley proof before it is published in its final citable form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
43
0

Year Published

2008
2008
2019
2019

Publication Types

Select...
6
4

Relationship

0
10

Authors

Journals

citations
Cited by 100 publications
(43 citation statements)
references
References 20 publications
0
43
0
Order By: Relevance
“…In addition, some structures made of more complex viscoelastic materials are explored. Marynowski and Kapitaniak [26] presented a mathematical model of an axially moving viscoelastic beam with the three-parameter Zener element and investigated both regular and chaos motions using the Galerkin method. Chen et al [27] analytically studied nonlinear parametric responses of an axially moving string composed of the complicated viscoelastic material based on the Boltzmann superposition principle.…”
Section: Mathematical Problems In Engineeringmentioning
confidence: 99%
“…In addition, some structures made of more complex viscoelastic materials are explored. Marynowski and Kapitaniak [26] presented a mathematical model of an axially moving viscoelastic beam with the three-parameter Zener element and investigated both regular and chaos motions using the Galerkin method. Chen et al [27] analytically studied nonlinear parametric responses of an axially moving string composed of the complicated viscoelastic material based on the Boltzmann superposition principle.…”
Section: Mathematical Problems In Engineeringmentioning
confidence: 99%
“…Inserting u=0 into equation (11) and then retaining lower order nonlinear terms only yield a nonlinear partial-differential equation (Chen & Zu, 2004) for uniformly moving elastic beams without external excitation, (Marynowski, 2002(Marynowski, , 2004 and (Marynowski & Kapitaniak, 2007) for axially moving viscoelastic beams without external excitation, and for axially accelerating viscoelastic beams, and for uniformly moving elastic beams without external excitation. The applications of the nonlinear integropartial-differential equation include (Wickert, 1991), (Pellicano & Zirilli, F., 1997), (Pellicano & Vestroni, 2000), (Chakraborty & Mallik, 2000a), (Pellicano, 2001), (Kong & Parker, 2004) and (Chen & Zhao, 2005) for uniformly moving elastic beams without external excitation, (Ghayesh, 2008) for uniformly moving viscoelastic beams without external excitation, (Pellicano & Vestroni, 2000), (Özhan & Pakdemirli, 2009) for uniformly moving elastic beams, , (Öz et al, 2001) and (Ravindra & Zhu, 1998) for axially accelerating elastic beams without external excitation, (Chakraborty & Mallik, 1998) , (Chakraborty & Mallik, 2000b) for axially moving elastic beams, (Parker & Lin, 2001) for axially accelerating elastic beams, and , ) for axially accelerating viscoelastic beams, and (Özhan & Pakdemirli, 2009) for uniformly moving viscoelastic beams.…”
Section: Transverse Vibrationmentioning
confidence: 99%
“…More advanced analytical techniques, such as the method of multiple scales and matched asymptotic expansion, were used by Pakdemirli and coworkers [11][12][13] in order to analyze the nonlinear dynamics of axially accelerating beams and strings. Marynowski and Kapitaniak [14] investigated the nonlinear dynamics of an axially moving viscoelastic beam by introducing a three-parameter Zener internal damping in the beam model; they used the Galerkin scheme along with Runge-Kutta method to solve the equations numerically. A finite element approach was used by Stylianou and Tabarrok [15], who analyzed the stability of an axially moving beam.…”
Section: Introductionmentioning
confidence: 99%