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mtfem was specially designed as an accessible and Open Source piece of software that is able to compute displacements and stresses for 2D models, assuming plane strain conditions. The input data must be provided in the form of a text file.
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———- mtfem Crack Mac is an automatic procedure to compute stress and displacements for finite element models using the meshlab, paralax and mbo mesh generator. It is based on the finite element implementation of the Finite Element Analysis package known as mbo. For this purpose, mbo provides a Delaunay triangulation algorithm with automatic numbering of vertices and edges. The user can supply his own set of triangles, edges and vertices from a number of available methods: — Triangles are either specified by a file or specified manually. — Edges can be either given from a previous run or by a list of edges. — Vertex coordinates may be provided as well as a relative vector or a list of the set of vertices The input file must be written in a specific format with the number of vertices and the number of triangles in the file followed by the Nodes, edges, triangles (with the current numbering of nodes). The output data are computed in a text format with a number of nodes, a number of edges and a number of triangles, followed by a number of nodes and edges for each element, a node table, an edge table and a triangle table. Please note that the names of the files are in the format *elemNodes*_*elemEdges*_*elemTriangles* where *Nodes* is the number of nodes, *Edges* is the number of edges, *Triangles* is the number of triangles. The input file should be stored in the same directory as *script_name* and named *input.txt* with the following structure: * number of nodes (Nodes) * number of edges (Edges) * number of triangles (Triangles) * node coordinates * node points for each node * node labels for each node * edge number * element number * first edge number for this element * node number * node number * edge number * first edge number for this edge * node label number * edge label number * triangle number * triangle number * triangle number * triangles for this triangle * triangle number * number of nodes on this triangle * node number * edge number * first edge number for this triangle * node label number * edge label number * element number * element number *
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The Model Tree File format (mtf) was created to standardize the storage of a set of models and their associated mesh in a hierarchical structure. This standard, known as the Model Tree File format (mtf) was developed by MIT CAD group in 1982 and was adopted by MIT CAD group in 1986. mtf is a very useful format for the efficient transmission of computer programs. mtf is specially suited for mechanistic finite element analysis using 3D models. For more information on mtf, see reference [1] and references therein. A World Wide Web site of the Model Tree File (MTF) format is available at The Model Tree File (mtf) format (notation mtfhmt) is a standard developed by the MIT CAD group in 1982 and adopted by MIT CAD in 1986. mtfhmt is a very useful format for the efficient transmission of computer programs. At its heart is a tree of models. A hierarchy of models can be organized in a tree structure, in which models are represented as a container for models, groups, functions and equations, in a way that is independent of the layout of the rest of the file. A model consists of a definition of the geometric layout of the model, a list of functions and a list of equations. In the latter case, these equations are replaced by expressions. Geometry is defined as a list of points and an optional list of curves. Curves are defined using a list of references to other objects in the model tree. For example: Here, the first curve represents the boundary of the basic domain. The second curve is shared between the two elements on the boundary. The next curve is shared between the two finite elements inside the main domain. The final curve is shared by all elements. These are instances of the class mtfCurve. Each curve can have a name and a color. (Optional) Reference to a function. (Optional) Reference to the derivative of a function. (Optional) Reference to the gradient of a function. (Optional) Reference to a kinematic equation of a function. (Optional) Reference to an equation of a function. (Optional) Reference to a constraint. (Optional) Reference to a displacement boundary. (Optional) Reference to a traction boundary. (Optional) Reference 91bb86ccfa
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——————————————————— mtfem is a finite element modeler written in C and its design is based on PATCM-NSK ptfem Gerard Beauregard LAGA Leroy University of Nice Nice France mtfem is used for modelling and post-processing of finite element solutions. mtfem can be used on 2D or 3D models. It has a graphical user interface and, being itself a finite element tool, handles the evaluation of the solution and its presentation to the user. mtfem Features: ——————————————————— mtfem was specifically designed as an accessible and Open Source piece of software that is able to compute displacements and stresses for 2D models, assuming plane strain conditions. The input data must be provided in the form of a text file. The output data are included in the same text file. The file format is made to be easily readable and used for the export of exported from other tools such as Matlab. Let us see some examples. # msnagelogic.txt data 10 10 11 11 10 10 10 0 11 11 11 11 12 12 11 11 10 10 10 0 11 11 11 11 11 11 11 0 Each line represents one node of the model. Line 1 is the coordinates of the node. We see that line 2 contains data of the nodes at the border of the model. Each node is localized in a position. Each line may contain several nodes. Line 1 contains the coordinates of the nodes while line 2 contains the data of the nodes Here is the command line to create the input file mtfem /reference.txt /model.tpo /title.txt /- /- The input file is created using /reference.txt, the model file /model.tpo and the title /title.txt. /title.txt is not mandatory since the information is automatically added to each model file. Lines 8-11 define the coordinates of the nodes. We will explain later how this line will be used by the software. The command line to create the input file # mtfem /reference.txt /model.tpo /title.txt /- This is the command line to create the model. The creation of
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This document describes mtfem, an open source tool for 2D linear elastic finite element analysis. The tool uses a textual input file that can be read by any text processing program. Each region of the model is described by a text file. These input regions can be combined into one overall text file describing the whole model. For the definition of the input file, the term region must be understood as a logical region in the 2D model, which must be described by a series of elementary regions. The elementary regions must be indexed by an integer number mtfem syntax: mtfem -t: Description: mtfem is a program for finite element analysis of 2D linear elasticity. To use the program it is necessary to define a mesh of triangles, the element shape, and to define the boundary condition. The input file can be created by the user or by mtfem. The program first reads the input file and computes the displacement vectors and the corresponding Jacobian matrix, in the form of a comma separated list, and stores them in a list named “d”. Each displacement vector is preceded by the element size. The program then computes the strains (deviations from the initial value of the displacement vectors) and the stresses (derivatives of the strains with respect to the initial value of the displacement vectors). For each point of the mesh, the program computes the displacement vector, the stress vector and the strain vector. The result is printed to a standard output file, in the form of a comma separated list (in ASCII format). The program also computes the displacements and the stresses at the points that are used to compute the output values. The output file is a sequence of ASCII lines. Each line corresponds to a single point of the mesh. The first line contains the file name. Subsequent lines contain the coordinates of the point, the deviatoric stress and the shear stress. The last line contains the absolute value of the determinant of the Jacobian matrix. Notes: The program does not include constraints, the backslash “/” character is considered as the line separator mtfem Reference: This program was written by P. Delbos. From June 2001 to June 2002, the program was written by A. Henrion. Since December 2002, it has been written by P. Delbos and L. Guigues. Contact: Delbos S., Guigues L.California spends more than
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Intel Core 2 Duo processor or equivalent 6 GB RAM 1.6 GHz Processor 4 GB video card (NVIDIA GeForce 8800 GT or ATI Radeon X1900 series) 100 Mb or above High Speed Internet connection 100 Mb download time DirectX 9.0 Supported Operating Systems: Windows XP Windows Vista Windows 7 Windows 8 Minimum Requirements: 4 GB RAM 4 GB video