2022
DOI: 10.1016/j.compstruct.2021.114837
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Static stability and vibration behavior of graphene platelets reinforced porous sandwich cylindrical panel under non-uniform edge loads using semi-analytical approach

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Cited by 15 publications
(3 citation statements)
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“…Wu et al [23] developed an unified formulation of full geometrically nonlinear refined shell theory based on the CUF and the total Lagrangian approach to predict the post-buckling, largedeflection, snap-through and snap-back nonlinear responses with high accuracy. Twinkle and Pitchaimani [24] investigated buckling and free vibration response of graphene nano platelets (GPL) reinforced porous sandwich cylindrical panel subjected to different type of in-plane compressive loads. Different combinations of porosity and GPL distributions for the sandwich core were considered.…”
Section: Introductionmentioning
confidence: 99%
“…Wu et al [23] developed an unified formulation of full geometrically nonlinear refined shell theory based on the CUF and the total Lagrangian approach to predict the post-buckling, largedeflection, snap-through and snap-back nonlinear responses with high accuracy. Twinkle and Pitchaimani [24] investigated buckling and free vibration response of graphene nano platelets (GPL) reinforced porous sandwich cylindrical panel subjected to different type of in-plane compressive loads. Different combinations of porosity and GPL distributions for the sandwich core were considered.…”
Section: Introductionmentioning
confidence: 99%
“…They developed the mathematical model using higher-order shear deformation theory (HSDT) while incorporating trapezoidal shape functions to minimize the error associated with the shell curvature. Twinkle and Pitchaimani 30 employed semi analytical approach to determine buckling and free vibration response of sandwich shells with FG-GNPRP core.…”
Section: Introductionmentioning
confidence: 99%
“…It was revealed from their research that by decreasing the modulus of angle, the fundamental natural frequency always increases. Twinkle and Pitchaimani (2022) investigated the buckling and free vibration characteristics of sandwich cylindrical structure with porous functionally graded graphene platelets core based on the higher-order shear deformation theory and a semi-analytical approach. They considered the influence of the nature of in-plane edge load, distribution of porosity and graphene platelets, porosity coefficient, graphene platelets loading, and core-to-thickness ratio on the buckling and vibration response of the composite structure.…”
Section: Introductionmentioning
confidence: 99%