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[1] | 1 | function Ke=CreateKMatrix(singelem,grids,materials,inputs,analysis_type)
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| 2 | %CREATEKMATRIX - create the stiffmess matrix for singelem
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| 3 | %
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| 4 | % this stiffness matrix works for Hutter's model
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| 5 | %
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| 6 | % Usage:
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| 7 | % Ke=CreateKMatrix(singelem,grids,materials,inputs,analysis_type)
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| 8 | %
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| 9 | % See also CREATEPVECTOR
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| 10 |
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| 11 |
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| 12 | if strcmpi(analysis_type,'diagnostic_hutter'),
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| 13 |
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| 14 | Ke=CreateKMatrixHutter(singelem,grids,materials,inputs);
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| 15 |
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| 16 | else
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| 17 | error('CreateKMatrix/beam error message: analysis type not supported yet')
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| 18 | end
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| 19 | end %end function
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| 20 |
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| 21 | function Ke=CreateKMatrixHutter(singelem,grids,materials,inputs)
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| 22 |
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| 23 | %some variables
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| 24 | numgrids=1;
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| 25 | DOFPERGRID=2;
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| 26 | numdof=numgrids*DOFPERGRID; %number of dof for element singelem.
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| 27 |
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| 28 | %Create elementary stiffness matrix
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| 29 | Ke=elemmatrix(numdof);
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| 30 |
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| 31 | %Build linear indices for elementary stiffness matrix.
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| 32 | for i=1:numgrids,
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| 33 | doflist=grids(singelem.g(i)).grid.doflist; %list of dofs in the g-set
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| 34 | for j=1:DOFPERGRID,
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| 35 | dof=doflist(j);
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| 36 | Ke.row_indices((i-1)*DOFPERGRID+j)=dof;
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| 37 | end
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| 38 |
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| 39 | dof=doflist(1);
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| 40 | end
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| 41 |
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| 42 | Ke.terms=eye(2);
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| 43 |
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| 44 | end %end function
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