Results 71 to 80 of about 1,368,722 (222)
This research presents a new model for vibration analysis of thick laminated plates on a non-homogeneous elastic foundation by the Dynamic Stiffness Method(DSM).
Nguyen Manh Cuong +3 more
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Analytical solution of overlying pipe deformation caused by tunnel excavation based on Pasternak foundation model. [PDF]
Fu D, Deng B, Yang M, Zhen B.
europepmc +1 more source
The accelerated degradation of rigid highway pavements under Over-Dimension Overload (ODOL) freight traffic necessitates advanced mechanistic evaluation beyond traditional static Winkler design codes.
Haryo K. Buwono +2 more
doaj +1 more source
Vibration analysis of structural elements using differential quadrature method
The method of differential quadrature is employed to analyze the free vibration of a cracked cantilever beam resting on elastic foundation. The beam is made of a functionally graded material and rests on a Winkler–Pasternak foundation.
Mohamed Nassar +2 more
doaj +1 more source
Plant, Cell &Environment, Volume 49, Issue 9, Page 6554-6557, September 2026.
Xiaotong Jiang +2 more
wiley +1 more source
D. Wu, Y. Lei, Z. Wang, B. Yu, D. Zhang
semanticscholar +1 more source
An accurate prediction of deflections of the buried pipelines induced by shield tunnelling is essential to their damage evaluation and control. By introducing the Pasternak foundation model, the finite difference method is used to deduce a solution to ...
LIN Cun-gang 1,2, HUANG Mao-song 1,2
doaj +1 more source
Forced Vibration Of A Planar Curved Beam On Pasternak Foundation
{"references": ["E. Volterra, \"Bending of a Circular Beam Resting on an Elastic Foundation,\" ASME Journal of Applied Mechanics, vol. 19, pp. 1-4, 1952.", "E. Volterra, \"Deflection of circular beams resting on elastic foundation obtained by the methods of harmonic analysis,\" ASME Journal of Applied Mechanics, vol. 20, pp.
Akif Kutlu +3 more
openaire +2 more sources
Static behavior of FGM cylindrical panel with porosities in hygro-thermal environment
In this study, the deflection and stress field of perfect and imperfect (with and without porosities) functionally graded (FG) cylindrical panels are determined following the first-order shear deformation theory (FSDT).
Chu Thanh Binh +2 more
doaj +1 more source
This paper presents the first known vibration characteristics of moderately thick functionally graded carbon nanotube reinforced composite rectangular plates on Pasternak foundation with arbitrary boundary conditions and internal line supports on the ...
Zhong Rui +4 more
doaj +1 more source

