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Elastic Finite element analysis

A computational design procedure of a thermoelectric power device using Functionally Graded Materials (FGM) is presented. A model of thermoelectric materials is presented for transport properties of heavily doped semiconductors, electron and phonon transport coefficients are calculated using band theory. And, a procedure of an elastic thermal stress analysis is presented on a functionally graded thermoelectric device by two-dimensional finite element technique. First, temperature distributions are calculated by two-dimensional non-linear finite element method based on expressions of thermoelectric phenomenon. Next, using temperature distributions, thermal stress distributions are computed by two-dimensional elastic finite element analysis. [Pg.483]

Linear elastic finite element analysis Accommodates complex geometries. Rapid analysis possible. Does not account for FP nonlinearity. May underestimate strains and stresses and underestimate deformations. Good only for small strains. [Pg.360]

Adams, Coppendale and Peppiatt have applied elastic Finite-element analysis to the joint. Figure 2 gives some typical results. The bonded area comprises two different regions. First, in the central region, the shear stress is zero and the tensile stresses are uniform, the radial and circumferential og stresses being the same and related to the given axial stress by... [Pg.529]

The improved mechanical properties in polymer/clay nanocomposites are associated with particle geometries of high aspect ratio and the resulting high interfacial area per unit volume. In this work, an elastic Finite Element analysis of idealized clay platelet configurations was carried out identifying which platelet characteristics are important in producing the property enhancement. [Pg.478]

When required, combined with the use of computers, the finite element analysis (FEA) method can greatly enhanced the capability of the structural analyst to calculate displacement and stress-strain values in complicated structures subjected to arbitrary loading conditions. In its fundamental form, the FEA technique is limited to static, linear elastic analysis. However, there are advanced FEA computer programs that can treat highly nonlinear dynamic problems efficiently. [Pg.294]

Micromechanics theories for closed cell foams are less well advanced for than those for open cell foams. The elastic moduli of the closed-cell Kelvin foam were obtained by Finite Element Analysis (FEA) by Kraynik and co-workers (a. 14), and the high strain compressive response predicted by Mills and Zhu (a. 15). The Young s moduli predicted by the Kraynik model, which assumes the cell faces remain flat, lie above the experimental data (Figure 7), while those predicted by the Mills and Zhu model, which assumes that inplane compressive stresses will buckle faces, lie beneath the data. The experimental data is closer to the Mills and Zhu model at low densities, but closer to the Kraynik theory at high foam densities. [Pg.12]

There is a British standard19 giving guidance on the application of rubber testing to finite element analysis. Several of the models for stress strain behaviour are appraised and advice given on selection. The point is made that the models considered treat the rubber as a perfectly elastic material,... [Pg.116]

There are currently no ISO standard methods for biaxial extension and such measurements are rarely made in industrial laboratories. However, biaxial stressing is of value in the consideration of the theory of elasticity and is preferred by many for producing data for input to finite element programmes, as well as being involved in certain practical applications of rubber. The British standard for finite element analysis on rubber19 outlines the two approaches, equibiaxial stretching of a flat sheet and inflation of a flat sheet. The principles of these are illustrated in Figure 8.14. [Pg.148]

Another important result from the atomistic simulations was that the stress-strain response of a region of material around an interface that debonded could be represented by an elastic fracture analysis at the next higher size scale if the interface was assumed to be larger than 40 A. Hence, an elastic fracture criterion was used in the microscale finite element analysis, which focused on void-crack... [Pg.113]

Figure 2.17 Example of an elastic/plastic finite element analysis (a) photograph showing distorted transformer housing from internal overpressurization (b) finite element results showing permanently distorted shape and stress contours. (Reprinted with permission from ASM International. All rights reserved www.asminternational.org)... Figure 2.17 Example of an elastic/plastic finite element analysis (a) photograph showing distorted transformer housing from internal overpressurization (b) finite element results showing permanently distorted shape and stress contours. (Reprinted with permission from ASM International. All rights reserved www.asminternational.org)...
The second important assumption in the analysis is that interfacial failure occurs only in shear, i.e. that any peeling stress, normal to the interface, is negligible. Analysis of an elastic bilayer (5) shows that, for the experimental parameters employed here, the peeling stress is, in fact, an order of magnitude less than the shear stress. Furthermore, finite element analysis (6) shows that the normal stress is compressive rather than tensile for the thicknesses of PET and Ni used here. Finally, it will be shown that the experimental results are consistent with the one-dimensional analysis presented above. [Pg.505]

First, the elastic stress distributions of the un-notched specimens are obtained from a finite element analysis. For the PI un-notched specimen, the discrepancy between the finite element and the analytical result is very small (about 0.01%), thus validating the finite element calculation in terms of accuracy through the meshing and the type of element used. Therefore a similar calculation is conducted on the G1 un-notched specimen where the span to height ratio is smaller. The mismatch on the maximum stresses at the bottom and at the top of the beam between the finite element calculations and the analytical solution is 0.74% in tension and 0.79% in compression (and remains constant upon further mesh refinement). This estimation of the stress distribution is then used for the following evaluation of the stress intensity factor. [Pg.30]

The low elastic modulus of composites has been used to lower the stress level around implants. Such polymer-hydroxylapatite coatings have been successfully manufactured by thermal spraying (Sun et al. 2002). Finite element analysis has illustrated that a coating at the neck of a dental implant lowers the stress gradient at the coating-bone interface and the stress level in the surrounding bone (Abu-Hammad et al. 2000). [Pg.640]

In our contribution, we address this aspect and describe numerical methods based on the use of efficient iterative solvers, which exploit the conjugate gradient (CG) method, its generalization and the space decomposition preconditioners. The efficiency of these solvers will be illustrated by the solution of elasticity and thermo-elasticity problems arising from the finite element analysis of selected benchmarks with computations performed on a PC cluster. The introduced ideas could be useful also for the solution of more complicated coupled problems. [Pg.395]

Compliance versus crack length for wood-wood TDCB specimen (Fig. 8). Exp., experi- FEA, finite element analysis TBEF, tapered beam on elastic foundation model. [Pg.365]

Load and support conditions for individual components depend on the complete structure (or system) analysis, and are unknown to be determined in that analysis. For example, if a plastic panel is mounted into a much more rigid structure, then its support conditions can be specified with acceptable accuracy. However, if the surrounding structure has comparable flexibility to the panel, then the interface conditions will depend on the flexural analysis of the complete structure. In a more localized context, structural stiffness may be achieved by ribbing and relevant analyses may be carried out using available design formulae (usually for elastic behavior) or finite element analysis, but necessary anisotropy or viscoelasticity complicate the analysis, often beyond the ability of the design analyst. [Pg.730]

For the more complex, and shapes that do not exist, the solution of the applicable elasticity equations may require some form of numerical procedure, such as finite element analysis (FEA) or finite difference analysis (FDA). If design analysis involves frequent consideration of similar problems, then the burden on the designer can be reduced by generating a set of solutions presented as a set of design charts. An alternative is to... [Pg.771]

The three-dimensional linear-elastic finite-element formulation permits the analysis of general three-dimensional structures of arbitrary geometry. [Pg.163]


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See also in sourсe #XX -- [ Pg.7 ]




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