Roland's homepage

My random knot in the Web

Articles tagged with "CalculiX"

  1. Building CalculiX with the PaStiX solver without CUDA

    The CalculiX solver package on FreeBSD is compiled with the SPOOLES (SParse Object Oriented Linear Equations Solver) library by default. This is also the case in many Linux distributions because SPOOLES is free, while faster solvers like PARADISO are proprietary.

    SPOOLES is relatively fast compared to the built-in iterative solver, its most fundamental limitation is that the data must fit in RAM.

    However a patched version of the PaStiX solver has been integrated with CalculiX. It is often faster than SPOOLES and can use a GPU using the CUDA library.

  2. Element names in Calculix

    CalculiX consists out of two programs;

    • cgx: pre- and postprocessor
    • ccx: solver

    A minor annoyance is that the naming of element types is not consistent between them.

    Below is a table that provides a mapping between the two.

  3. FEA based on STEP geometry using gmsh and CalculiX

    In this article an FEA workflow based on CAD geometry in the form of STEP files and gmsh for mesh generation and CalculiX as the solver will be discussed. This workflow is primarily suited for isotropic materials.

    If one is working with FreeCAD, the FEM workbench enables a similar workflow, if gmsh and CalculiX are installed. But the author prefers this method because it makes the details of the process more transparent and accessible.

    All the software used here is freely available. On UNIX-like systems (e.g. FreeBSD, Linux) it can generally be installed by the native package manager. Installing the prerequisites under ms-windows is outside the scope of this article.

  4. Folded leaf spring ball joint flexure

    The Dutch-language engineering book “Constructieprincipes” by M.P. Koster contains flexure made out of four folded leaf springs that kind of acts like a ball joint.

    The point where the load is applied should rotate around a virtual center formed by the point where the fold lines meet. The goal of this article is to simulate that and see if it works.

  5. Corrugation against buckling

    Composite sandwich products loaded in bending tend to fail by buckling of the laminate under compression. The author’s intuition is that corrugating the surface under compression should help. So the question is; does it help, and how much. That is what will be investigated in this article.

  6. Hex versus tet meshes in FEA

    In this article the difference in the images of the stresses between a quadrilateral hexahedron (“hex”) mesh and a tetraeder (“tet”) mesh will be investigated. In both cases, second order elements will be used.

    Hopefully this will make it clear to the reader why hex meshes are generally preferred.

    The plate with a hole that was the subject of a previous article will again be used. The analyses will be done using CalculiX.

Page 1 / 2 Page 2 →