2012
DOI: 10.1016/j.compstruct.2011.09.016
|View full text |Cite
|
Sign up to set email alerts
|

Buckling of conical composite shells

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
28
0

Year Published

2014
2014
2020
2020

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 73 publications
(28 citation statements)
references
References 15 publications
0
28
0
Order By: Relevance
“…Note that the next adjacent sub-matrix is obtained with an increase of i, while an increase of j will represent a stride of 5 Â m for Shadmehri's model or 10 Â m for the other models. The expression for q has a close relationship with the bandwidth of the final stiffness matrices, and the adopted formula, taken from the work of Shadmehri [5], leads to a short bandwidth making it very efficient to use with sparse matrix solvers during the solution steps.…”
Section: Tablementioning
confidence: 99%
See 3 more Smart Citations
“…Note that the next adjacent sub-matrix is obtained with an increase of i, while an increase of j will represent a stride of 5 Â m for Shadmehri's model or 10 Â m for the other models. The expression for q has a close relationship with the bandwidth of the final stiffness matrices, and the adopted formula, taken from the work of Shadmehri [5], leads to a short bandwidth making it very efficient to use with sparse matrix solvers during the solution steps.…”
Section: Tablementioning
confidence: 99%
“…The verification of the proposed models for conical structures was performed using pure axial compression results from the recently published model of Shadmehri et al [5], for boundary conditions of type 3. Finite element results were used to verify the accuracy of all the modes and to verify the proposed models for the type 1 of boundary conditions.…”
Section: Axial Compression Of Cylinders and Conesmentioning
confidence: 99%
See 2 more Smart Citations
“…The crush failure load and first peak load in the composite testing increases remarkably with the increase in the number of layers, content of fibres, composite thickness and bending stiffness. Shadmehri et al [46] proposed a semi-analytical approach to get the linear buckling response of conical composite shells under axial compression load. The results showed that the critical buckling load decreases with increase in the semi-apical angle and it is more prominent as the semi-cone angle exceeds .…”
Section: Composite Energy Absorbermentioning
confidence: 99%