2012
DOI: 10.1080/15376494.2010.528163
|View full text |Cite
|
Sign up to set email alerts
|

Free Vibration Analysis of Curved Sandwich Beams with Face/Core Debond Using Theory and Experiment

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
16
0

Year Published

2016
2016
2023
2023

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 21 publications
(16 citation statements)
references
References 14 publications
0
16
0
Order By: Relevance
“…where U s is the subtended angle of the curved beam. Applying the GDQ method and using equation 21, equations (10) to (14) are discretized in the following form:…”
Section: Generalized Differential Quadrature Methodsmentioning
confidence: 99%
See 2 more Smart Citations
“…where U s is the subtended angle of the curved beam. Applying the GDQ method and using equation 21, equations (10) to (14) are discretized in the following form:…”
Section: Generalized Differential Quadrature Methodsmentioning
confidence: 99%
“…Then, the governing partial differential equation system presented in equations (10) to (14) with the BCs in equations (15) to (19) reduces to an eigenproblem of finding the eigenvalues and eigenvectors of resulting ordinary differential equation system.…”
Section: Equation Of Motionmentioning
confidence: 99%
See 1 more Smart Citation
“…Debonding can also have a significant influence on the vibration behaviours of sandwich structures. The size and location of debonded regions, shape and boundary conditions of the structures and the vibration modes can affect the vibration behaviours of debonded structures [16][17][18]. The natural frequencies of sandwich structures decrease more when the length of the debonded region increases [15,19].…”
Section: Introductionmentioning
confidence: 99%
“…The damping increases as the damage area increases [20]. The curvature of the structures affects the stiffness of the structures and hence results in the change of natural frequencies [17,18]. Large displacement and failure of structures can happen because resonance can be excited at lower natural frequencies more easily when the structures are in service.…”
Section: Introductionmentioning
confidence: 99%