2013
DOI: 10.1016/j.compstruct.2013.06.001
|View full text |Cite
|
Sign up to set email alerts
|

Dynamic buckling of suddenly heated or compressed FGM beams resting on nonlinear elastic foundation

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

0
23
0

Year Published

2015
2015
2022
2022

Publication Types

Select...
6
3

Relationship

1
8

Authors

Journals

citations
Cited by 57 publications
(24 citation statements)
references
References 31 publications
0
23
0
Order By: Relevance
“…According to review of the literature, it appears that most researches related to non-linear elastic foundation are about analysis of beams resting on non-linear elastic foundation [114][115][116][117][118]. Studies related to analysis of plates on non-linear elastic foundation are, however, scarce in comparison with those available on beams.…”
Section: Introductionmentioning
confidence: 97%
“…According to review of the literature, it appears that most researches related to non-linear elastic foundation are about analysis of beams resting on non-linear elastic foundation [114][115][116][117][118]. Studies related to analysis of plates on non-linear elastic foundation are, however, scarce in comparison with those available on beams.…”
Section: Introductionmentioning
confidence: 97%
“…Ma an Lee [17] also examined the thermal stability and vibration M A N U S C R I P T A C C E P T E D ACCEPTED MANUSCRIPT of thermally post-buckled behavior of FGM beams suitable for moderately thick beams. Present authors analyzed the static and dynamic limit load type of buckling in an FGM beam resting on non-linear softening elastic foundation [18]. Only the case of a beam with both edges clamped is investigated.…”
Section: Accepted Manuscriptmentioning
confidence: 99%
“…Extensive researches have been undertaken on the static and dynamic buckling behavior of structures under various boundary and loading conditions . Static and dynamic buckling analysis were investigated in various structures such as columns [8][9][10][11][12][13][14][15] and beams [15][16][17][18][19][20][21][22][23][24][25][26][27][28][29][30]. For example, using the Galerkin technique, the dynamic buckling of elastic plastic imperfect beams under compressive axial forces has been studied by Lepik [21][22][23][24][25].…”
mentioning
confidence: 99%