2017
DOI: 10.1016/j.compstruct.2016.11.093
|View full text |Cite
|
Sign up to set email alerts
|

Frequency and mode veering phenomena of axially functionally graded non-uniform beams with nonlocal residuals

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
14
0
1

Year Published

2017
2017
2024
2024

Publication Types

Select...
10

Relationship

1
9

Authors

Journals

citations
Cited by 36 publications
(15 citation statements)
references
References 41 publications
0
14
0
1
Order By: Relevance
“…The most important achievements in modelling and analysis of the material and structures were reported in the surveys given by Birman and Byrd [1] and Gupta and Talha [2]. Various problems in dynamic analysis of functionally graded beams were studied in the widespread literature, for instance, in the works [3][4][5][6][7]. A large number of works is devoted also to study vibrations of the beams with localized damages such as cracks [8][9][10][11][12][13].…”
Section: Introductionmentioning
confidence: 99%
“…The most important achievements in modelling and analysis of the material and structures were reported in the surveys given by Birman and Byrd [1] and Gupta and Talha [2]. Various problems in dynamic analysis of functionally graded beams were studied in the widespread literature, for instance, in the works [3][4][5][6][7]. A large number of works is devoted also to study vibrations of the beams with localized damages such as cracks [8][9][10][11][12][13].…”
Section: Introductionmentioning
confidence: 99%
“…The eigenvalue loci veering is mainly due to a rapid variation in the eigenvectors, which would result in either a mode inversion 52 (band inversion 53 ) or a mode localization 54 , 55 (band localization). This is further investigated in Fig.…”
Section: Resultsmentioning
confidence: 99%
“…In the current research, the axial direction x is adjusted to be in the interval [0, 1]; hence, the entries of the [D] N matrix will have different values than those given in Equation 2as these entries are functions of the Chebyshev points. Due to its stability, rapid convergence, and accuracy, the CSCM has been successfully utilized to perform the natural vibrations and buckling characteristics of different continuous systems [33][34][35]. When using this method to discretize ordinary and partial differential equations, the n th derivative of an unknown function (the transverse displacement in the current study) is expressed as Dn = (D N ) n .…”
Section: Chebyshev Spectral Collocation Methodsmentioning
confidence: 99%