* fichier topoptim_09.dgibi ************************************************************************ ************************************************************************ ************************************************************************ ** Topology optimization of a simple 2D structure subjected to a ** mechanical loading, with imposed initial topology and remeshing. ** ** Author: ** Guenhael Le Quilliec (LaMe - Polytech Tours) ** ** Version: ** V1.0 2017/04/18 Original version compatible with TOPOPTIM V2.1 ************************************************************************ graph0 = FAUX ; * General options * Number of mesh refinement iterations nb0 = 5 ; * Initialize the optimization table tab0.'FRACTION_VOLUME' = 0.5 ; tab0.'MAX_CYCLES' = 0 ; * Remeshing loop REPE loop1 nb0 ; * Mesh nelx0 = 15 * &loop1 ; nely0 = 5 * &loop1 ; p0 = 0.0 0.0 ; p1 = 0.0 20.0 ; p2 = 60.0 0.0 ; * Model and material * Boundary conditions and loading * Finite element model table mdl0.'MODELE' = mod0 ; mdl0.'CARACTERISTIQUES' = mat0 ; mdl0.'BLOCAGES_MECANIQUES' = bc0 ; mdl0.'CHARGEMENT' = load0 ; * Add the finite element model to the optimization table tab0.'RESOLUTION_LINEAIRE' = mdl0 ; * Progressively increase the maximum number of cycles SI (&loop1 < nb0) ; tab0.'MAX_CYCLES' = tab0.'MAX_CYCLES' + 4 * &loop1 ; SINO ; tab0.'MAX_CYCLES' = tab0.'MAX_CYCLES' + 50 ; FINS ; * Optimization TOPOPTIM tab0 ; FIN loop1 ; * Plot to screen topo0 = tab0.'TOPOLOGIE'.(tab0.'CYCLE') ; topomsh0 = tab0.'MAILLAGE'.(tab0.'CYCLE') ; SI graph0 ; FINS ; FIN ;
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