Resolución de problemas de grandes desplazamientos mediante elementos finitos utilizando mallados cartesianos
[EN] 5 Abstract The Department of Mechanical and Materials Engineering has been working in recent years on the development of a finite element code ba sed on independent geometry cartesian grid (cgFEM), to solve elastic problems in 2D and 3D. The code has been programmed using MATLAB, through differ...
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| Format: | master thesis |
| Publication Date: | 2017 |
| Country: | España |
| Institution: | Universitat Politècnica de València (UPV) |
| Repository: | RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia |
| Language: | Spanish |
| OAI Identifier: | oai:riunet.upv.es:10251/78512 |
| Online Access: | https://riunet.upv.es/handle/10251/78512 |
| Access Level: | Open access |
| Keyword: | Elementos finitos Grandes desplazamientos Mallas cartesianas INGENIERIA MECANICA Máster Universitario en Ingeniería Mecánica-Màster Universitari en Enginyeria Mecànica |
| Summary: | [EN] 5 Abstract The Department of Mechanical and Materials Engineering has been working in recent years on the development of a finite element code ba sed on independent geometry cartesian grid (cgFEM), to solve elastic problems in 2D and 3D. The code has been programmed using MATLAB, through different final projects, master thesis and research projects. The finite element industry is always in constant development and its cgFEM code seeks the advantage with the optimization of the data generated to pe rform the design of cartesians elements. This type of optimized mesh seeks to save calculation time which at the same time results in minimization of the computational cost of the solution. The code has be en made to solve optimization problems. The objective of this Master's End Work is the development of the code to solve the elastic problem of large displacements. To achieve this, a standard fine element has been programmed in the MATLAB software first. T his allows you to check the generated and valid code for any integration point. It has subsequently adapted to the cgFEM program. 6 Once done the above have been solved some problems refer to our results with commercial software such as ANSYS and conclude th e results obtained. |
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