2015
DOI: 10.1016/j.compositesb.2014.11.024
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Free vibration analysis of FGM cylindrical shell partially resting on Pasternak elastic foundation with an oblique edge

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Cited by 79 publications
(20 citation statements)
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“…The Winkler or Pasternak elastic foundation models are perhaps the most popular ones [105][106][107][108][109][110][111][112]. Simulation of the soil foundation by the conventional elastic foundation models (e.g., the Winkler or Pasternak-type foundation models) may results in significant error, since load-deflection relationship of soils has a general non-linear shape [113].…”
Section: Introductionmentioning
confidence: 99%
“…The Winkler or Pasternak elastic foundation models are perhaps the most popular ones [105][106][107][108][109][110][111][112]. Simulation of the soil foundation by the conventional elastic foundation models (e.g., the Winkler or Pasternak-type foundation models) may results in significant error, since load-deflection relationship of soils has a general non-linear shape [113].…”
Section: Introductionmentioning
confidence: 99%
“…It was reported that thickness and material of shell [132] greatly affect the fundamental frequency of FGM shells. Kim [133] evaluated free vibration of FGM shells mounted on elastic foundation having an oblique edge with the help of FSDT. It was found that the frequency of FGM shells decreases with an increase of oblique angle.…”
Section: Advances In Materials Science and Engineeringmentioning
confidence: 99%
“…The free vibration characteristics of FGM cylindrical shells partially resting on elastic foundation with an oblique edge are investigated by Kim [14]. The eigenvalue problem is obtained using Rayleigh-Ritz method and variational approach.…”
Section: Introductionmentioning
confidence: 99%