2019
DOI: 10.1016/j.matdes.2019.108035
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Accurate nonlinear stability analysis of functionally graded multilayer hybrid composite cylindrical shells subjected to combined loads

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Cited by 21 publications
(6 citation statements)
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“…It indicates that the increasing S g improves the stability of the FG multilayer GPLRC cylindrical shells with GPL-X distribution. Moreover, it should be mentioned that, the effect of slope factor S g on the load-shortening curves is not the same for all the four GPLs distributions; it is similar to that of eigen-buckling problems (Please refer to the author's previous literature [64,65]). From figure 17, it is observed that the anti-buckling performance of FG multilayer GPLRC cylindrical shells can be greatly improved by adding a small amount of GPLs.…”
Section: Numerical Results and Discussionmentioning
confidence: 94%
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“…It indicates that the increasing S g improves the stability of the FG multilayer GPLRC cylindrical shells with GPL-X distribution. Moreover, it should be mentioned that, the effect of slope factor S g on the load-shortening curves is not the same for all the four GPLs distributions; it is similar to that of eigen-buckling problems (Please refer to the author's previous literature [64,65]). From figure 17, it is observed that the anti-buckling performance of FG multilayer GPLRC cylindrical shells can be greatly improved by adding a small amount of GPLs.…”
Section: Numerical Results and Discussionmentioning
confidence: 94%
“…GPL-A takes a linear decreased GPLs from one side to the other side of the structure. The weight fraction of GPLs Mgk in the k- th layer, which is counted from the outer side of the plate or shell, can be depicted mathematically as [64,65]: right left right left right left right left right left right left3pt0.278em 2em 0.278em 2em 0.278em 2em 0.278em 2em 0.278em 2em 0.278emGPL-U:Mgk=Mg, right left right left right left right left right left right left3pt0.278em 2em 0.278em 2em 0.278em 2em 0.278em 2em 0.278em 2em 0.278emGPL-O:Mgk=Mg(Kn2+SgKn2Sg|12k+Kn|)Kn2, right left right left right left right left right left right left3pt0.278em 2em 0.278em 2em 0.278em 2em 0.278em 2em 0.278em 2em 0.278emGPL-X:Mgk=Mg(Kn2SgKn+2Sg|12k+Kn...…”
Section: Materials Model Of Functionally Graded Multilayer Graphene Platelets Reinforced Compositementioning
confidence: 99%
“…The displacements of the buckled spherical shell are denoted as: μu1|1|θ,φ;μv1|1|θ,φ;μw1|1|θ,φ;μϕ1,1|1|θ,φ;μϕ2,1|1|θ,φ. Then the total displacements of the thin-walled structure can be presented as: 3,49 …”
Section: Model Of Spherical Shell Deformationmentioning
confidence: 99%
“…Using the small parameter μ, the deformation of the buckling shell is described by the following displacements: μu1|2|x,φ;normal μv1|2|x,φ;normal μw1|2|x,φ;μϕ1,1|2|x,φ;μϕ2,1|2|x,φ. The general displacements of the buckled shell take the following form: 3,49 …”
Section: Model Of Cylindrical Shell Deformationmentioning
confidence: 99%
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