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FEM calculation

Yasui K, Kozuka T, Tuziuti T, Towata A, Iida Y, King J, Macey P (2007) FEM calculation of an acoustic field in a sonochemical reactor. Ultrason Sonochem 14 605-614... [Pg.28]

Finite element methods (FEM) are capable of incorporating complex variations in materia stresses in the time varying response. While these methods are widely available, they are quite complex and, in many cases, their use is not warranted due to uncertainties in blast load prediction. The dynamic material properties presented in this section can be used in FEM calculations however, the simplified response limits in the next section may not be suitable. Most FEM codes contain complex failure models which are better indicators of acceptable response. See Chapter 6, Dynamic Analysis Methods, for additional information. [Pg.33]

Fig. 4.32. Distributions of (a) fiber axial stress and (b) interface shear stress along the axial direction obtained from FEM calculations for two fiber volume fraction, Vf = 0.03 and 0.6. Symbols as in Fig. 4.31. Fig. 4.32. Distributions of (a) fiber axial stress and (b) interface shear stress along the axial direction obtained from FEM calculations for two fiber volume fraction, Vf = 0.03 and 0.6. Symbols as in Fig. 4.31.
Figure I. Two difTetent meshes used in our MC-FEM calculations. Panels (a) and (b) display the fine mesh used to solve the elastic problem, while the coarser mesh among which concentration changes are attempted (for example, involving the nodes indicated with filled circles in panel (d)) is shown in panels (c) and (d). Panels (a) and (c) highlight nodes at the island surface, while in (b) and (d) a cross-cut shows also some internal nodes. The Si substrate below the islands is not shown. [Pg.5]

Fig.37 FEM calculation of the deformation of a ferrogel block in a uniaxial magnetic field at different field intensities. The magnetic field strength has a Gaussian distribution along the block as shown in the figure. The position of the field maximum is indicated by arrows... Fig.37 FEM calculation of the deformation of a ferrogel block in a uniaxial magnetic field at different field intensities. The magnetic field strength has a Gaussian distribution along the block as shown in the figure. The position of the field maximum is indicated by arrows...
The results of the FEM calculations for the surface displacement and surface strain outside the indent are shown in Fig. 10. The penetration depth of the indenter was cho-... [Pg.149]

A cross iterative method is used in the FEM calculation. First, the initial seepage field is obtained, followed by calculation of coupled seepage and stress fields. The coupled temperature. [Pg.86]

Fig. 6 Honeycomb lightweight structures derived from preceramic paper sheets top - FEM calculation of principal stress (oix) distribution for two different wave positions showing significantly lower tensile stress loading to occur in the right structur model bottom - corrugated stack of alumina manufactured from preceramic paper. Fig. 6 Honeycomb lightweight structures derived from preceramic paper sheets top - FEM calculation of principal stress (oix) distribution for two different wave positions showing significantly lower tensile stress loading to occur in the right structur model bottom - corrugated stack of alumina manufactured from preceramic paper.
To reduce the computing time, matrices are often converted. This permits a more effective handling of the calculations. The objective is to arrange the coefficients with a resulting diagonal matrix. An example of an FEM calculation sequence is shown in Figure 17. [Pg.2849]

Fig. 5 FEM-calculation of end auger (left) and midsection anger (right) segment... Fig. 5 FEM-calculation of end auger (left) and midsection anger (right) segment...
FEM calculation with a single-fibre modelling approach developed by ITV Denkendorf. [Pg.45]

Whereas other bionic solutions in the field of composites are mostly founded on a single natural function, the seven different natural functionalities mentioned above were combined and translated into a concept of a technical fiber composite material with superior mechanical properties. A first computer modeling of the structure is shown in Rg. 9.12. The advantages of the new composite material were self-evident in such a way that specialists from prominent composite companies - seeing the FEM calculations and later the first prototypes of the technical plant stem - encouraged the inventors to patent this so-called technical plant stem . [Pg.301]

One may argue that the statistics was insufficiently convincihle, hut since the agreement was for all cases of the samples after sintering at varying four temperatures the results are reasonably representative even though the number of sampling locations per sample was relatively small. After all, the FEM calculation based on 3D reconstruction could be an effective means to evaluate the mechanical properties of the porous films, e.g. elastic modulus of the LSCF cathode in the current study. [Pg.125]

Artificial neural networks (ANNs) are most often used for function approximation and for an object classification even if only incomplete and noisy data are available (Rafiq et al. 2001). In structural rehability analysis the role of ANN as a universal tool for function approximation is utilized when the limit state function under consideration is complicated and computer-time consuming, cf Hurtado Alvarez (2001), Gomes Awruch (2004). Typical examples are nonlinear problems, e.g. the assessment of post-budding strength of plates or shells. The inevitable FEM calculations of strength are carried out for suitably chosen sets of training and validation patterns. A subsequent reliability analysis then can be performed by the obtained ANN approximation of the strength function. [Pg.1311]

For training and validation of the ANN, 29 theoretical and 59 measured input patterns of imperfection with corresponding target outputs - the FEM calculated strength values are available (Sadovsky etal. 2007). AU theoretical and five measured patterns are used for the training set, i.e. number of training patterns np = 34. Amendment by few measured patterns derives from... [Pg.1312]

Figures 3 and 4 show respectively the fluid surface meshing and the pressure distribution obtained by the FEM calculation. [Pg.1344]

The orientations of the macroscopic fracture planes as indicated by AE measurement were compared with independent stress calculations. These FEM calculations based on long-term surface subsidence measurement and measurement of underground convergence. Fig. 11.25 shows the result of these stress calculations in a vertical cross-section through the test site (upper figure). [Pg.271]

Figure 11.3 Localized yielding from FEM calculations volume fraction-level of adhesion. (From Ref. 150, courtesy of SPE.)... Figure 11.3 Localized yielding from FEM calculations volume fraction-level of adhesion. (From Ref. 150, courtesy of SPE.)...
The results of the FEM calculations and burst tests were in accordance with the freeze-drying tests and gave clear evidence for the optimization of freeze-drying vials. [Pg.322]

With this knowledge from Section A and B vials were designed according to the results of the FEM calculations with the optimized geometric shape... [Pg.323]

Figure 4 FEM calculation with regard to axial, radial, and tangential stress. Figure 4 FEM calculation with regard to axial, radial, and tangential stress.
M1 Samples preparation Orthogonal design and normalization of geotechnical parameters within parametric domain need to be implemented. The map from parameters to deformation need to be created via forward FEM calculation. It is presented in step 1 and 2. M2 Configuration of neural network One hidden layer and four hidden neurons were set up. Three input neurons and two output neurons were set up, which is subject to the number of displacement observation nodes and parameters to be inversed. In this case, the three input neurons are the detected deformations of three groups, and the two output neurons are the unloading modulus of clay and sand layers of the slope. [Pg.705]

O. Kullie, C. Duesterhoeft, D. Kolb. E)irac-Fock Finite-Element-Method (FEM) calculations for some diatomic molecules. Chem. Phys. Lett., 314 (1999)307-310. [Pg.693]

The relation between compressive strength of concrete and quality of ITZ was studied by Darwin (1995) on the basis of experimental results and FEM calculations. His conclusions were that the ITZ has an appreciable influence, but the role of the properties of the cement matrix and aggregate and non-homogeneous structure of concrete are much more important. Goldman and Bentur (1993) suggested, after tests with SF and carbon black as an inert microfiller, that the increase of concrete compressive strength was due to increased density of the ITZ by the addition of SF. [Pg.193]

The chapter is organized as follows. Section 8.2 provides a short reminder of what acoustic shear waves can and cannot do. Shear waves have distinct advantages (compared to other surface anal3Ttical techniques like optical reflectometry or atomic force microscopy [AFM]), but there are also some caveats to be kept in mind. Section 8.3 briefly summarizes some predictions from simple planar models of slip. An experimental result, which stands as an example for an experience in the authors laboratory, is presented in section 8.4. Section 8.5 provides the results from FEM calculations. Section 8.6 discusses nonlinear phenomena and acoustic streaming, in particular. [Pg.284]

Figure 8.6 shows two raw outputs of the FEM calculation. The geometry is described in the figure caption. The difference between the two graphs is in the size of the bubble. The radii of the bubbles... [Pg.297]

Figure 8.6 Results of the FEM calculation. The resonator surface is located on the left. The bubble is shown in white. Stream lines denote the flow of the liquid around the surface. The gray scale encodes the tangential component of the flow, where dark is the speed of the substrate and light denotes a liquid at rest in laboratory frame. The radius of the bubble is 100 nm fleft) and 10 nm (right). The scale differs between the two images by a factor of 10. The decay depth of the shear wave is 5 250 nm in both cases. In the... Figure 8.6 Results of the FEM calculation. The resonator surface is located on the left. The bubble is shown in white. Stream lines denote the flow of the liquid around the surface. The gray scale encodes the tangential component of the flow, where dark is the speed of the substrate and light denotes a liquid at rest in laboratory frame. The radius of the bubble is 100 nm fleft) and 10 nm (right). The scale differs between the two images by a factor of 10. The decay depth of the shear wave is 5 250 nm in both cases. In the...
The FEM calculations were carried out at an amplitude where nonlinear effects can be neglected. Actual oscillation amplitudes in experiment, on the other hand, are between 0.1 and 1 nm, and there... [Pg.298]

This work highlights the peculiar behavior of soft matter in acoustic shear fields. It also shows how FEM calculations help in the interpretation of experimental findings. The authors are convinced that acoustic shear waves and the related phenomena are of broad... [Pg.301]


See other pages where FEM calculation is mentioned: [Pg.226]    [Pg.121]    [Pg.542]    [Pg.22]    [Pg.152]    [Pg.149]    [Pg.2860]    [Pg.271]    [Pg.211]    [Pg.637]    [Pg.45]    [Pg.360]    [Pg.1311]    [Pg.316]    [Pg.378]    [Pg.117]    [Pg.223]    [Pg.229]    [Pg.300]   
See also in sourсe #XX -- [ Pg.400 ]




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