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2016
DOI: 10.1016/j.compstruct.2016.01.010
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Stability of an asymmetric tapered sandwich beam resting on a variable Pasternak foundation subjected to a pulsating axial load with thermal gradient

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Cited by 32 publications
(5 citation statements)
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“…To obtain the frequency responses and the motion equations, the total kinetic energy ( T E ) , potential energy ( U E ) , and the external work done ( W E ) of the exponentially tapered RVEH with tip mass (adopted from Chand et al, 2019a, 2019b, and Pradhan and Dash (2016)) is expressed utilizing the equations (1) and (2) as follows;…”
Section: Mathematical Model Development and Verificationmentioning
confidence: 99%
“…To obtain the frequency responses and the motion equations, the total kinetic energy ( T E ) , potential energy ( U E ) , and the external work done ( W E ) of the exponentially tapered RVEH with tip mass (adopted from Chand et al, 2019a, 2019b, and Pradhan and Dash (2016)) is expressed utilizing the equations (1) and (2) as follows;…”
Section: Mathematical Model Development and Verificationmentioning
confidence: 99%
“…Pradhan et al [9] examined the stability of an uneven sandwiched beam on a foundation of Pasternak type with a temperature grade. The stability of a nonuniform uneven sandwich beam on a Pasternak base in a temperature environment was investigated by Pradhan et al [10]. Malekzadeh et al [11] analysed on a functionally graded circular curved beam and found that the frequency parameter decreases as the opening angle increases.…”
Section: Introductionmentioning
confidence: 99%
“…Heteny [2] went into greater depth about the concept of beams on elastic foundations. Madhusmita Pradhan [3] considered an asymmetric sandwich beam tapered which placed under a Pasternak foundation and pulsating load applied on it after that by using different parameters both the static and the dynamic stability measured. Yokoyama [4]as the FEM(finite element method) a today's most popular method to calculate the boundary condition, the Timoshenko beam was place in the elastic base and the both dynamic and static boundary condition examine and the effect of the base also shown on this Dinget al [5] Many no of research carried out on the field of free vibration by many researchers which are listed below.…”
Section: Introductionmentioning
confidence: 99%