34th Structures, Structural Dynamics and Materials Conference 1993
DOI: 10.2514/6.1993-1572
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Finite Element Study of Plate Buckling Induced by Spatial Temperature Gradients

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Cited by 8 publications
(7 citation statements)
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“…Substituting equations (30)-(33) into equations (17) and (18) by using the virtual work principle, the equations can be simplified into [27]…”
Section: Coupling Eory For Simply Supported Double-panel Partition Unmentioning
confidence: 99%
See 1 more Smart Citation
“…Substituting equations (30)-(33) into equations (17) and (18) by using the virtual work principle, the equations can be simplified into [27]…”
Section: Coupling Eory For Simply Supported Double-panel Partition Unmentioning
confidence: 99%
“…ornton et al [18] used the FEM to analyze the thermal buckling characteristics of thin plates induced by steady and unsteady spatial temperature gradients. Ganesan and Dhotarad [19] presented a study of vibration analysis of a thermally stressed plate.…”
Section: Introductionmentioning
confidence: 99%
“…The membrane forces per unit length for a thin plate can be written in matrix form as (Thornton, et a!., 1993) where…”
Section: Theoretical Aspectsmentioning
confidence: 99%
“…High temperature structural panels are usually connected with the cooler substructures that are regarded as heat sinks because of less temperature, even with uniform external heating, panels experience spatial temperature gradients because supporting substructures tend to act as heat sinks. Thus typical structural panels experience more elevated temperatures at their centers than along supported edges (temperature gradient) (Thornton et al, 1993;Ko and Leslie, 2001). Thornton et al (1993) describes a finite element study of thermally bulcked plates induced by spatial temperature gradients, these spatial temperature gradients together with panel imperfections induce outof-plane buckling due to compressive membrane stress.…”
Section: Introductionmentioning
confidence: 99%
“…Thus typical structural panels experience more elevated temperatures at their centers than along supported edges (temperature gradient) (Thornton et al, 1993;Ko and Leslie, 2001). Thornton et al (1993) describes a finite element study of thermally bulcked plates induced by spatial temperature gradients, these spatial temperature gradients together with panel imperfections induce outof-plane buckling due to compressive membrane stress. Megumi Sunakawa investigated influences of temperature change on free flexural vibration of rectangular elastic plates, and shown that fundamental modal frequency of plates varys with temperature change (Sunakawa, 1966).…”
Section: Introductionmentioning
confidence: 99%