نتایج جستجو برای: elastic foundation mesh free method

تعداد نتایج: 2225528  

A Anjomshoa A.R Shahidi H Nahvi, S.H Shahidi

In this paper, a continuum model based on the nonlocal elasticity theory is developed for vibration analysis of embedded orthotropic circular and elliptical micro/nano-plates. The nano-plate is bounded by a Pasternak foundation. Governing vibration equation of the nonlocal nano-plate is derived using Nonlocal Classical Plate Theory (NCPT). The weighted residual statement and the Galerkin method...

2004
Gérald Bianchi Barbara Solenthaler Gábor Székely Matthias Harders

Mass-spring systems are of special interest for soft tissue modeling in surgical simulation due to their ease of implementation and real-time behavior. However, the parameter identification (masses, spring constants, mesh topology) still remains a challenge. In previous work, we proposed an approach based on the training of mass-spring systems according to known reference models. Our initial fo...

Journal: :MATEC web of conferences 2021

This paper summarizes some issues of a new universal method for static calculation complex rod and plate systems on an arbitrary elastic base under the influence external load, when modeling with various models, ranging from classical Winkler model to combined Winkler-Kogan model. The relevance timeliness proposed work lies in fact that calculating structures have not yet been fully investigate...

A Ghorbanpour Arani, E Haghparast H Rabbani M Mohammadimehr S Amir Z Khoddami Maraghi

Nonlinear free vibration analysis of double-walled carbon nanotubes (DWCNTs) embedded in an elastic medium is studied in this paper based on classical (local) Euler-Bernoulli beam theory. Using the averaging method, the nonlinear free vibration responses of DWCNTs are obtained. The result is compared with the obtained results from the harmonic balance method for single-walled carbon nanotubes (...

Present paper is devoted to stress and deformation analyses of heated variable thickness functionally graded (FG) circular plate with clamped supported, embedded on a gradient elastic foundation and subjected to non-uniform transverse load. The plate is coupled by an elastic medium which is simulated as a Winkler- Pasternak foundation with gradient coefficients in the radial and circumferential...

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