2001
DOI: 10.1006/jsvi.2000.3140
|View full text |Cite
|
Sign up to set email alerts
|

Dynamic and Energetic Analyses of a String/Slider Non-Linear Coupling System by Variable Grid Finite Difference

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

0
8
0

Year Published

2002
2002
2013
2013

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 7 publications
(8 citation statements)
references
References 14 publications
0
8
0
Order By: Relevance
“…The physical understanding of the motion of the beam is provided by using a phase-closure principle [7]. Equations of motion for systems with time-dependent boundary conditions were often derived by Hamilton's principle [2,11]. Wang et al [11] investigated the vibrations of three-dimensional underwater cable by using the finite element method (FEM) with a variable grid.…”
Section: Introductionmentioning
confidence: 99%
See 3 more Smart Citations
“…The physical understanding of the motion of the beam is provided by using a phase-closure principle [7]. Equations of motion for systems with time-dependent boundary conditions were often derived by Hamilton's principle [2,11]. Wang et al [11] investigated the vibrations of three-dimensional underwater cable by using the finite element method (FEM) with a variable grid.…”
Section: Introductionmentioning
confidence: 99%
“…There are also works on vibrations of axially moving strings with timevarying lengths [2,3,6,8,9], though it is difficult to find works which address vibrations of objects with non-zero stiffness. The latter ones are also of great interest due to a variety of possible boundary conditions and their influence on vibrations.…”
Section: Introductionmentioning
confidence: 99%
See 2 more Smart Citations
“…Yuh and Young [2] studied the dynamic modelling of an axially moving beam in rotation. Fung and Cheng [3] investigated the free vibration of a non-linear-coupled string/slider system with moving boundary. The cables of cable-stayed bridges subjected to combined parametric and forced excitations was studied by Uhrig [4], but they did not describe the constraint of the tied point between the beam and the cable in detail.…”
Section: Introductionmentioning
confidence: 99%