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Nondestructive Evaluation , Edited by J. Pávó, Vol. V, IOS Press, 2001, pp. 67–74. Kuczmann M., Iványi A., The finite element method in magnetics, Akadémiai Kiadó , Budapest, 2008. Bíró O. CAD in
reinforced concrete plates with central rectangular hole using finite element method , Mat. Desg. Vol. 30 , No. 6 , 2009 , pp. 2243 – 2249 . [8] Shlack A. L
I. Babuska B. K. Chayapathy 1989 Stress Computation for Nearly Incompressible Materials by the p-version of the Finite Element Method
Element Method (FEM), and for that, the ANSYS 2019 R1 Code was used. The boundary condition the following fixed support was at one end of the beam, and on the other end, the load was applied was a frictionless support. This load always was moment type load
–186. Bojtár I., Gáspár Zs. Finite element method for civil engineers , (in Hungarian) Budapest, TERC Ltd, 2003. Gáspár Zs. Finite element method for civil
methods of rails that are based on ultrasonic wave propagation were widely used [ 6 ]. The SAFE approach to determine the dispersive curves is to discretize the domain cross-section by the finite element method, in a two-dimensional problem (2D). In the
-Parsi M. , Daneshmand F. Three-dimensional smoothed fixed grid finite element method for the solution of unconfined seepage problems , Finite Elements in Analysis and Design , Vol. 64 , 2013 , pp. 24 – 35
Negative thermal expansion materials
Thermal properties and implications for composite materials
Abstract
Finite element analysis is used to explore composites of negative thermal expansion materials with positive thermal expansion materials (ZrW2O8 in Cu and ZrO2 in ZrW2O8) and evaluate how thermal and mechanical properties, rates of cooling/heating, and geometry and packing fraction influence the overall expansion and thermal stress. During rapid temperature changes, the transient short-time thermal expansion can be considerably larger than the steady-state value. Furthermore, thermal stress in the composite can be large, especially at the interface between the materials, and can exceed the material strength.
Abstract
In the present study, the performance of concrete sandwich panel against fire and axial load has been considered. A finite element model of a sandwich wall is presented and evaluated the performance under different temperature (200, 400, 600 °C. The ratio of width, thickness and length of wall are constant and the axial load enters on the top of wall. The maximum displacement and stress in different models shows the capacity of wall is increased at high temperature. The displacement has dramatically increased at temperature loading of 800 °C and it has gained which shows poor efficiency of wall at high temperatures.
The measurements done on magnetic bearings usually give higher losses than have been expected through the simulations. One of the reasons for the difference might be that the stresses introduced by mechanical or thermal treatments are not taken into account when a model is developed. In this paper, a core loss model of the magnetic bearings, taking the stresses in the laminations of the rotor into account is proposed. The model is used in the finite element analysis of radial magnetic bearings.
