2018
DOI: 10.1007/s40091-018-0197-x
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Free vibration analysis of functionally graded doubly curved shell panels resting on elastic foundation in thermal environment

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Cited by 16 publications
(5 citation statements)
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“…frequency response of plate-fluid system has been achieved for harmonic load. Tran et al [10] studied Free vibration analysis of functionally graded doubly curved shell panels resting on elastic foundation in thermal environment. Burlayenko and Sadowski [11] studied Free vibrations and static analysis of functionally graded sandwich plates with three-dimensional finite elements.…”
Section: Figure 1 Changing Properties In Fgm Materialsmentioning
confidence: 99%
“…frequency response of plate-fluid system has been achieved for harmonic load. Tran et al [10] studied Free vibration analysis of functionally graded doubly curved shell panels resting on elastic foundation in thermal environment. Burlayenko and Sadowski [11] studied Free vibrations and static analysis of functionally graded sandwich plates with three-dimensional finite elements.…”
Section: Figure 1 Changing Properties In Fgm Materialsmentioning
confidence: 99%
“…The thermal buckling temperature mainly depends on the coefficient of thermal expansion. Huu et al [30] developed an analytical investigation on free vibration of a simply supported functionally graded (FG) doubly curved shell panels resting on elastic foundation in the thermal environment. Heat conduction and temperature-dependent material properties are used.…”
Section: Literature Surveymentioning
confidence: 99%
“…1619 Various problems related to FGM buckling analysis have also been published, such as the critical load of FGM under mechanical and thermal load cases. 1416,20 The structures’ nonlinearity also affects matters such as load types 20 ; geometry, 19,21 imperfection, 20,22 and material. 23,24…”
Section: Introductionmentioning
confidence: 99%
“…[16][17][18][19] Various problems related to FGM buckling analysis have also been published, such as the critical load of FGM under mechanical and thermal load cases. [14][15][16]20 The structures' nonlinearity also affects matters such as load types 20 ; geometry, 19,21 imperfection, 20,22 and material. 23,24 The approaches conventionally applied are advanced methods which require interactions and continuously solving matrices, especially for the cases where FE methods or nonlinear problems are involved.…”
Section: Introductionmentioning
confidence: 99%
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