2016
DOI: 10.1002/zamm.201500310
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Radial heating of a thick‐walled cylindrically curved FGM‐panel

Abstract: A cylindrically curved panel in a state of generalized plane strain subject to a radial temperature gradient is discussed by analytical means. The ends of this thick‐walled shell are presupposed to be guided in such a way that a displacement in circumferential direction may occur and that the radius of the middle surface remains unchanged. Then, couples act on those ends, giving rise to pure bending condition. The material is power‐law functionally graded, and – based on the rule of mixtures – a coherent depen… Show more

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Cited by 7 publications
(4 citation statements)
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“…For the FGM power law for kðrÞ under consideration the integrals appearing in this equation can be given in closed form (compare also Haskul et al [44]…”
Section: Plastic Behavior With R H ðRþ > R Z ðRþ > R R ðRþmentioning
confidence: 99%
“…For the FGM power law for kðrÞ under consideration the integrals appearing in this equation can be given in closed form (compare also Haskul et al [44]…”
Section: Plastic Behavior With R H ðRþ > R Z ðRþ > R R ðRþmentioning
confidence: 99%
“…Using von Mises' yield criterion, Haskul [38,39] has developed analytical solutions for the stresses and displacements of a functionally graded, cylindrically curved beam subjected to a radial heat load. Haskul et al [40,41] studied the elastic stress response of a thick-walled, cylindrically curved panel subjected to a radial temperature gradient under the assumption of generalized plane strain according to both Tresca and von Mises yield criteria.…”
Section: Introductionmentioning
confidence: 99%
“…Recently, Haskul [1,2] obtained analytical solutions for the stresses and displacements of a functionally graded cylindrically curved beam subjected to a heat load in the radial direction using von Mises' yield criterion. Haskul et al [3,4] investigated the elastic stress response of a thick-walled cylindrically curved panel subjected to a radial temperature gradient under the assumption of generalized plane strain according to both yield criteria, Tresca and von Mises.…”
Section: Introductionmentioning
confidence: 99%