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ANSYS software

In addition to in situ coherent microradiology observation, the electric field distribution across zinc anode and copper cathode was calculated with the ANSYS software based on the assumption that the electrolyte composition is uniform and the solution s electrical receptivity remains constant during electrodeposition. [Pg.486]

That means that for a produced Ao, the cantilever bending will be higher for longer and thinner cantilevers, i.e., with low stiffness. The parameter that characterizes the cantilever stiffness is the spring constant, which depends on the cantilever dimensions and Young s modulus (see Subheading 3.2). The biomolecular interactions could be difficult to detect with commercial micro-cantilevers due to the low surface stress induced on such micro-cantilevers. To improve the cantilever deflection, this parameter, and its dimensions dependency, needs to be simulated before fabrication. The simulation was performed using a finite element analysis (FEA) technique (with ANSYS software). [Pg.57]

The stresses and displacements at the boundaries of the deformable domain (applied or enforced) dictate the boundary conditions, which effectively determine the particular solution to the PDFs. If the problem is truly three-dimensional (because geometry and/or loads vary in all three directions) then numerical solutions are needed for all but the most elementary example cases. FFA is the de facto choice for such scenarios and commercial codes abound ABAQUS and ANSYS (software programs) are arguably the most common. An example of a simple geometry that is nevertheless a truly three-dimensional problem is a film capping an elliptical hole, that is, an elhptical plate or membrane. [Pg.1129]

ABSTRACT Based on the studying on barrier device of gas explosion, an optimized design scheme of gas explosion barrier door with foam ceramics as the main body is proposed. The author uses ANSYS software and finite element method to simulate and compare the main performances of four typical doors in thickness, such as uniform thickness, thick in the upper and thin in the lower, thin in the upper and thick in the lower, secant circular. Results of simulation reveal that the moistest stability and good withstand voltage in structure dose the secant circular door have, describe optimization in detail and provide a feasible optimization of barrier device of gas explosion. [Pg.439]

Using ANSYS software and finite element method to simulate and compare the main performances of four typical shapes of doors, such as shapes of doors uniform thickness, thick in the upper and thin in the lower, thin in the upper and thick in the lower, secant circular. [Pg.439]

So, this paper uses the LS-DYNA module of the ANSYS software to establish the 3D collision model between the drill pipe and the hole wall which is shown in Figure 1. [Pg.1194]

Through the derivation and the establishment of the nonlinear dynamic equations of the drill pipe, the collision behavior between the drill pipe and the coal hole wall is analyzed using the LS-DYNA module of the ANSYS software. The results shows that the coal hole diameter is smaller, the collision stress value between the drill pipe and the hole wall is bigger and the instability of the coal hole wall is more serious. When the coal hole diameter increases to a certain extent, the collision stress variation tendency becomes gentle and the hole wall is in a relatively stable state. [Pg.1196]

The effect of the non-active region on the actuator layer is analyzed using the ANSYS software [Manual (2008b)] with the parameters listed in Table. 7.1. As shown in Fig. 7.3, the inner region describes the active region and the external region is the non-active region. The effect of the boundary width on the deformation of actuator layer is shown in Fig. 7.4. [Pg.181]

Computer Model A three-dimensional finite element was developed using ANSYS software. Two elements were selected to represent the geometry 3-D 10-node tetrahedral structural solid element and 8-node structural shell element. The tetrahedral element is defined by 10 nodes having three transition degrees of freedom at each node. The shell element is defined by 8 nodes having three transitional and three rotational degrees of freedom at each node. The tetrahedral element was used to represent the verte-... [Pg.44]

In this limit analysis of pile foundation, the ANSYS software was used. The finite element model was 1/4 body. The strength criterion of pile body material was linear elastic model, and the criterion of soils was Mohr-Coulomb equivalent area circle criterion. The mechanics characteristic of pile-soil interface was simulated by contact element. The contact surface behavior on the side of pile was the form of Rough. The contact surface behavior on pile toe was the form of No separation. [Pg.632]

The dampers can only be simulated by software with nonlinearity damp element. The COMBIN14 element whose nodes have three DOFs in the ANSYS software is employed, accounting for the compression and tension in the axis direction and no bending and torsion, as shown in Figure 3. [Pg.117]

Arani, A. G., Rahmani, R., and Arefmanesh, A. Elastic buckling analysis of single-waUed carbon nanotube under combined loading by using the ANSYS software. Physica E, 40, 2390-2395 (2008). [Pg.51]

The governing differential Equation (64) is solved using the Galerkin numerical method for the buckling loads. Finite element method using ANSYS software are included in the curves of the normalized buckling loads versus column slenderness are plotted in Figure 6. [Pg.2225]

The critical buckling moments obtained from the solutions based on the developed formulation and the finite element model are shown in Table 1,2 for doubly symmetric section and in Table 3 for mono-symmetric section. In these tables, a comparison is made with the solutions proposed by Zhang Tong (2008) where the Rayleigh-Ritz method was used by the authors to solve this stability problem, as well as the critical loads results presented by Asgarian et al. (2013) in which the authors employed the finite element method by means of Ansys software and the numerical model by means of power series method. [Pg.2231]

The long continuous mixerfLCM), a new type of mixer, not only exhibits the good compounding properties of the internal mixer, but it also able to process continuously. A finite element analysis of the blending process of LCM with S-shaped rotors was carried out using ANSYS software. With 70 phr POE, 10 phr EPDM and 20 phr LDPE as the experimental material studied, the distribution law of pressure and velocity field was simulated. The effects of velocity, pressure and the index of power law flow on blending quality and output were also analysed from the simulated results. 6 refs. [Pg.40]

To build a parametric model of the flow channel is a necessary job for the rapid reconstruction of the finite element model and meanwhile providing design variables. It is realized in the present paper by calling the preprocessor block of ANSYS software for the three-dimensional parametric modeling and the finite element remeshment. [Pg.94]


See other pages where ANSYS software is mentioned: [Pg.875]    [Pg.380]    [Pg.290]    [Pg.265]    [Pg.915]    [Pg.184]    [Pg.43]    [Pg.2219]    [Pg.2219]    [Pg.2225]    [Pg.2279]    [Pg.213]    [Pg.197]   
See also in sourсe #XX -- [ Pg.769 , Pg.771 ]

See also in sourсe #XX -- [ Pg.143 ]




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