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Ansys Mesh

The calculation was carried out using the ANSYS F.E.M. code. The pressure vessel was meshed with a 4 nodes shell element. Fig. 18 shows a view of the results of calculation of the sum of principal stresses on the vessel surface represented on the undeformed shape. For the calculation it was assumed an internal pressure equal to 5 bar and the same mechanical characteristics for the test material. [Pg.413]

Computational fluid dynamics (CFD) programs are more specialized, and most have been designed to solve sets of equations that are appropriate to specific industries. They can then include approximations and correlations for some features that would be difficult to solve for directly. Four major packages widely used are Fluent (http //www.fluent.com/), CFX (now part of ANSYS), Comsol Multiphysics (formerly FEMLAB) (http //www.comsol.com/), and ANSYS (http //www.ansys.com/). Of these, Comsol Multiphysics is particularly useful because it has a convenient graphical-user interface, permits easy mesh generation and refinement (including adaptive mesh refinement), allows the user to add phenomena and equations easily, permits solution by continuation methods (thus enhancing... [Pg.58]

Stress calculations are carried out by the finite element method. Here, the commercial finite method code ABAQUS (Hibbit, Karlsson, and Sorensen, Inc.) is used. Other codes such as MARC, ANSYS are also available. To calculate the stresses precisely, appropriate meshes and elements have to be used. 2D and shell meshes are not enough to figure out stress states of SOFC cells precisely, and thus 3D meshes is suitable for the stress calculation. Since the division of a model into individual tetrahedral sometimes faces difficulties of visualization and could easily lead to errors in numbering, eight-comered brick elements are convenient for the use. The element type used for the stress simulation here is three-dimensional solid elements of an 8-node linear brick. In the coupled calculation between the thermo-fluid calculation and the stress calculation a same mesh model have to be used. Consequently same discrete 3D meshes used for the thermo-fluid analysis are employed for the stress calculation. Using ABAQUS, the deformations and stresses in a material under a load are calculated. Besides this treatment, the initial and final conditions of models can be set as the boundary conditions and the structural change can thus be treated. [Pg.337]

The analysis of separated volatile fraction can be carried out using a number of gas chromatographic columns and conditions including those described in the Standard Test Method ANSI/ASTM D 2267-68 (3). The following conditions were used by us in the laboratory studies GC column, 6% OV 101 on 100-120 mesh Chromosorb G-HP, 5 ft X i in-stainless steel column temperature, 1.5 min hold at 60°C, temperature programmed to 105 °C at 10°C/min detector, hydrogen flame ionization. [Pg.260]

The reactive chamber was reconstructed in the ANSYS environment as a 1.2 mm wide parallelepiped with a square base of 13 mm in length. The catalytic pellet was reproduced by a 0.1 mm thin cylindrical pellet with a diameter of 13 mm. Figure 3.8 reports the mesh adopted in the simulation (= 10000 cells) that covers a quarter of the entire geometry, exploiting two axial symmetries. [Pg.181]

Subsequently. The press was brought up-to-date with respect to ANSI B65.5 wire mesh guarding was extended to prevent access to the side of press from the operations area (the wire mesh guarding has an electronically interlocked entry door in the rear) the control panel was moved to the front of the press to ensure clear and unobstructed vision of the entire platen area the safety control circuit was upgraded to require specific resetting, once the stop switch on the safety bar on the platen had been actuated the press was adjusted to operate in the timed mode with a minimum cycle limit of 10 seconds the job description was revised to include instmctions on removing debris safety mats were installed to prevent access to the platen area from the sides of the platen and training was improved. [Pg.154]

In the first approach, a numerical model was developed by utilizing the ANSYS POLYFLOW solver in conjtmction with both tire Mesh Superposition Technique and tire Lagrangian adaptive remediing technique to model plunger motion and gob formation... [Pg.185]

For ANSYS POLYFLOW model, the moving parts, such as the plunger, were taken into account utilizing a Mesh Superposition Technique (MST). The geometries and meshes of the... [Pg.186]

For the hybrid model (ANSYS FLUENT POLYFLOW), the moving parts were taken into consideration using a sliding and dynamic mesh model in FLUENT. As shown in Fig. 4, smoothing and dynamic layering methods were adopted to adjust the mesh of a zone with moving and/or deforming boundaries. The total cell count for the hybrid model is 126,000. [Pg.187]

ANSYS POLYFLOW incorporates a method known as Mesh Siqierposition Technique (MST) to simulate transient flows with internal moving parts. In this study, vidien the plunger me is imposed over the glass mesh as shown in Fig. 3, the conservation of mass, momentum and energy equations (1), (2) and (S) must be modified. [Pg.189]

The installation of toeboards should conform to the American National Standards Institute (ANSI) standard A-1264.1, Safety Requirements for Workplace Floor and Wall Openings, Stairs, and Railings. Toeboards should be at least 4 inches high and should be made of wood, metal, or metal grille not exceeding 1-inch mesh. Toeboards at flywheels should be placed as close to the edge of the pit as possible. Wood toeboards for permanent installations should be of 1" x 4" stock or heavier. [Pg.288]

Face protection includes welding helmets and face shields with plastic or mesh windows, but note that many hard hats, non-rigid helmets, and respirators are designed with face protection built in. Regardless of the type, all face protectors must meet American National Standards Institute (ANSI ) standard Z87.1-1968, Practice for Occupational and Educational Eye and Face Protection. Look for the ANSI Z87.1 marking on your face protection. [Pg.671]

The modeling and meshing were executed by ANSYS, and analyzing was finished by FLAG . The model was 51.4 m high and 100 m wide (Fig. 7). A pinned boundary condition was applied along the bottom of the model, and roller boundary conditions were applied to the sides. The Elastic model... [Pg.176]

Figure 6. Cross section of concrete gravity dam meshed by ANSYS. Figure 6. Cross section of concrete gravity dam meshed by ANSYS.
Figure 3.24 Mesh partitioning for CFD simulations with parallel computing (METIS algorithm in ANSYS Fluent 14.0). Figure 3.24 Mesh partitioning for CFD simulations with parallel computing (METIS algorithm in ANSYS Fluent 14.0).
The mesh is built using 8-node elements. A fine mesh is used at the edges of the interface between the two materials. The calculations are performed by using ANSYS 5.5 (PLANE82-elements). Since the implementation of ANSYS is displacement-oriented, displacement-controlled boundary conditions are used. Symmetry implies that the nodes on the y-axis should be constrained, so that no displacement occurs in thex-direction. [Pg.137]

ANSI class 2 vest This vest from PP is ANSMSEA 107 Class 2 approved and is made with a durable polyester solid front and breathable mesh back. [Pg.54]

Cordova Safety has expanded its range of high-visibility safety vests to include new flame-resistant models. FR Safety Vests are constructed of chemically treated polyester mesh fabric that meets the flame resistance requirements of NFPA701. Available in standard design with hook-and-loop closure and 5-point breakaway design. Both models include silver retro-reflective tape and comply with Class II requirements of ANSI/ ISEA107-2004. See our ad in this issue with more exciting new products. Cordova Safety Products, www.cordovaisc.com, (800) 458-8763. Circle 273... [Pg.56]

Filters (translators) for import of surface and volume meshes from CAD/CAE packages such as Ansys, Cgns, I-Deas and others. [Pg.70]

Having the model topology, it is possible to apply matching torsion and bending moments. The analysis time with commercial FEA software (ANSYS, COSMOS, ALGOR, etc) may be one day to two weeks, depending on the mesh size with the Traditional DOE-FEA method. [Pg.2793]


See other pages where Ansys Mesh is mentioned: [Pg.38]    [Pg.38]    [Pg.324]    [Pg.234]    [Pg.1266]    [Pg.2356]    [Pg.185]    [Pg.186]    [Pg.187]    [Pg.192]    [Pg.269]    [Pg.711]    [Pg.410]    [Pg.367]    [Pg.218]    [Pg.224]    [Pg.84]    [Pg.115]    [Pg.428]    [Pg.135]    [Pg.123]    [Pg.2315]    [Pg.925]    [Pg.118]    [Pg.40]    [Pg.553]    [Pg.113]    [Pg.9]   
See also in sourсe #XX -- [ Pg.38 ]




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