Exact vibration solution for initially stressed Mindlin plates on Pasternak foundations

Xiang Y., Wang C.M. and Kitipornchai S. (1994) Exact vibration solution for initially stressed Mindlin plates on Pasternak foundations. International Journal of Mechanical Sciences, 36 4: 311-316. doi:10.1016/0020-7403(94)90037-X


Author Xiang Y.
Wang C.M.
Kitipornchai S.
Title Exact vibration solution for initially stressed Mindlin plates on Pasternak foundations
Journal name International Journal of Mechanical Sciences   Check publisher's open access policy
ISSN 0020-7403
Publication date 1994-01-01
Year available 1994
Sub-type Article (original research)
DOI 10.1016/0020-7403(94)90037-X
Open Access Status Not yet assessed
Volume 36
Issue 4
Start page 311
End page 316
Total pages 6
Publisher PERGAMON-ELSEVIER SCIENCE LTD
Language eng
Subject 2210 Mechanical Engineering
Abstract Closed-form solutions for the vibration problem of initially stressed thick rectangular plates as described by Mindlin theory are presented. The plates are simply supported and resting on Pasternak foundations. The subset problem of buckling of Mindlin plates on Pasternak foundations is automatically solved by setting the frequency parameter to be equal to zero. The solution also applies to Winkler foundations where the shear modulus of the Pasternak model is taken to be zero. The closed-form solutions should be useful for checking the accuracy of numerical solutions.
Keyword Engineering, Mechanical
Mechanics
Engineering
Mechanics
ENGINEERING, MECHANICAL
MECHANICS
Q-Index Code C1
Q-Index Status Provisional Code
Institutional Status Unknown

Document type: Journal Article
Sub-type: Article (original research)
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Citation counts: TR Web of Science Citation Count  Cited 61 times in Thomson Reuters Web of Science Article | Citations
Scopus Citation Count Cited 68 times in Scopus Article | Citations
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Created: Tue, 17 Jan 2017, 02:07:04 EST by Clare Nelson