function quiver_el_qp_xyStress (scale, inc_g, i_p) % default (1.0, 1) % Copyright 2000, J.E. Akin. All rights reserved. % ------------------------------------------------------ % Matlab plot of 2-D FE flux vectors at elem Gauss pt, omit mesh % ------------------------------------------------------ % c_x = x coordinates of nod_per_el line polygon % c_y = y coordinates of nod_per_el line polygon % inc_e = increment in element numbers on plot, if > 0 % inc_g = increment in Gauss point vector plot, default = 1 % inc_p = increment in node numbers on plot, if > 0 % msh_typ_nodes = connectivity list for elements, nt x nod_per_el % loop = corners for nod_per_el line polygon % lab_p = 1, if node points are circled lab_p = 0; % length = maximum length of arrows, in scaled x,y units % nod_per_el = Nodes per element % np = Number of Points % nt = Number of elements % pre_e = Element items before connectivity list % pre_p = Nodal items before coordinates pre_p = 1 ; % msh_bc_xyz = Nodal coordinates (with preceeding data) % scale = standard Matlab scale argument, default 1.0 % t_x = x coordinates of nod_per_el corners % t_y = y coordinates of nod_per_el corners % x_bar = x-centroid of each element % xy = Coordinates of points, np x 2 % y_bar = y-centroid of each element % set constants if ( nargin == 0 ) scale = 1. ; % the default scale inc_g = 1 ; i_p = 1 ; elseif ( nargin == 1 ) inc_g = 1 ; i_p = 1 ; elseif ( nargin == 2 ) ; i_p = 1 ; end % if fprintf ('Using a scale of %g and vector increment of %g \n', ... scale, inc_g) % Read coordinate file and connectivity file % integer bc code, real xy pairs for np points (pre_p = 1) load msh_bc_xyz.tmp ; % Set control data: number of points np = size (msh_bc_xyz,1) ; % number of nodal points ns = size (msh_bc_xyz,2) - 1; % dimension of space fprintf ('Read %g mesh coordinates \n', np) fprintf ('In %g spatial dimensions \n', ns) % fprintf (' x y \n') % Set control data: number elements load msh_typ_nodes.tmp ; % nod_per_el nodes per element nt = size (msh_typ_nodes,1) ; % number of elements in mesh pre_e = 0 ; nod_per_el = size (msh_typ_nodes,2) - pre_e -1; % nodes per element fprintf ('Read %g elements connections \n', nt) % Read new Gauss locations & flux components load el_qp_xyz_fluxes.tmp ; % x, y, S_xx, S_yy, S_xy at qp % Set control data: number of gauss points npg = size(el_qp_xyz_fluxes,1) ; % quadrature pts w stresss if ( npg == 0 ) error ('Error: missing file el_qp_xyz_fluxes.tmp') end % if error fprintf ('Read %g Gauss x & y coord & stress sets \n', npg) nf = size(el_qp_xyz_fluxes,2) - ns; % flux components if ( nf ~= 3 ) % stresss not meaningful fprintf ('Read %g stress components instead of 3 \n', nf) %b error ('Error: These are not 2D stress data') end % if stress data vectors = floor (npg/inc_g) ; x (np) = 0. ; % pre-allocate array x y (np) = 0. ; % pre-allocate array y % x_bar (nt) = 0. ; % pre-allocate array x_bar % y_bar (nt) = 0. ; % pre-allocate array y_bar % t_nodes (nod_per_el) = 0 ; % Optional pre-allocation % t_x (nod_per_el) = 0 ; % Optional pre-allocation % t_y (nod_per_el) = 0 ; % Optional pre-allocation % c_x (nod_per_el + 1) = 0 ; % Optional pre-allocation % c_y (nod_per_el + 1) = 0 ; % Optional pre-allocation % loop (nod_per_el + 1) = 0 ; % Optional pre-allocation % g_x(npg) = 0. ; % pre-allocate position array % g_y(npg) = 0. ; % pre-allocate position array % g_dx(npg) = 0. ; % pre-allocate flux array % g_dy(npg) = 0. ; % pre-allocate flux array % g_sq(npg) = 0. ; % pre-allocate magnitude array % Mesh Range Alone % msh_bc_xyz has: pre_p items then: x, y x = msh_bc_xyz (1:np, (pre_p+1)) ; % extract x column of xy y = msh_bc_xyz (1:np, (pre_p+2)) ; % extract y column of xy gxmax = max (x) ; gxmin = min (x) ; gymax = max (y) ; gymin = min (y) ; gxdiff = gxmax - gxmin ; gydiff = gymax - gymin ; if ( gydiff == 0.0 ) gydiff = 0.5 ; % allow for 1-D mesh (with y == 0) end % if no y coordinates %% FE Flux Values % d_x(2) = 0. ; d_y(2) = 0. ; % vector ends on paper g_x = el_qp_xyz_fluxes(1:inc_g:npg,1) ; % position g_y = el_qp_xyz_fluxes(1:inc_g:npg,2) ; % position if ( i_p == 1 ) % x-stress g_dx = el_qp_xyz_fluxes(1:inc_g:npg,3) ; g_dy = zeros (vectors, 1); %b g_dy(1:inc_g:npg, 1) = 0 ; elseif (i_p == 2 ) % y-stress g_dy = el_qp_xyz_fluxes(1:inc_g:npg,4) ; %B g_dx = g_dy ; % bypass bug g_dx = zeros (vectors, 1); %b g_dx(1:inc_g:npg, 1) = 0 ; elseif (i_p == 3 ) % xy-stress g_dx = el_qp_xyz_fluxes(1:inc_g:npg,5) ; g_dy = g_dx ; %b g_dy = 0 ; % bypass bug %b g_dy(1:inc_g:npg, 1) = 0 ; else error 'Invalid component selection' end % if %b size (g_dx) %b size (g_dy) g_sq = sqrt (g_dx.^2 + g_dy.^2) ; big = max (g_sq) ; % magnitude %B g_dx = - g_dx ; g_dy = -g_dy ; % Fourier law sign change largest = 0.0 ; % Scale flux vectors if ( big > largest ) largest = big; % g_sq = g_sq*length/largest ; % flux scaled %b % %% convert flux vector end to scaled paper positioin % g_dx = g_x + length * g_dx /big ; % flux component end position % g_dy = g_y + length * g_dy /big ; % flux component end position % %% Gauss points are always inside the mesh geometry, BUT %% the ends of the scaled flux vector often is not. Check those %% end points for plot scaling % fxmax = max (g_dx) ; fxmin = min (g_dx) ; % fymax = max (g_dy) ; fymin = min (g_dy) ; % Scale everything % xmax = max([gxmax, fxmax]); xmin = min([gxmin, fxmin]); % ymax = max([gymax, fymax]); ymin = min([gymin, fymin]); % xmax = gxmax ; xmin = gxmin ; % ymax = gymax ; ymin = gymin ; % xmax = gxmax + gxdiff/10 ; ymax = gymax + gydiff/10 ; % keep % xmin = gxmin - gxdiff/10 ; ymin = gymin - gydiff/10 ; % keep xmax = gxmax + gxdiff/20 ; ymax = gymax + gydiff/20 ; xmin = gxmin - gxdiff/20 ; ymin = gymin - gydiff/20 ; clf % clear graphics axis ([xmin, xmax, ymin, ymax]) % set axes axis ('equal') % true shape style hold on % hold image for plots grid % add grid dots % xlabel (['X; for ', int2str(nt),' Elements']) xlabel (['X for ', int2str(nt),' Elements with ', ... int2str(nod_per_el), ' nodes']) ylabel (['Y; for ', int2str(np),' Nodes']) if ( i_p == 1 ) title ([' XX-Normal Stress at ', int2str(npg), ... ' Gauss Pts, max = ', num2str(largest)]) % add title elseif ( i_p == 2 ) title ([' YY-Normal Stress at ', int2str(npg), ... ' Gauss Pts, max = ', num2str(largest)]) % add title else title ([' XY-Shear Stress at ', int2str(npg), ... ' Gauss Pts, max = ', num2str(largest)]) % add title end % if alternate title %% Plot input mesh points & label them % if (lab_p == 1) % plot all points plot (x, y, 'g.') % mark each node % end % if show labels %b % Show 20 nodes and 10 elements %b inc_p = floor(np/10) ; inc_e = floor(nt/5) ; %b if (inc_p == 0 ) %b inc_p = np - 1 ; %b end % if inc_p %b if (inc_e == 0 ) %b inc_e = nt - 1 ; %b end % if inc_e %b % Show all if a small mesh %b if ( np <= 20 ) %b inc_p = 1 ; %b end % if np %b if ( nt <= 10 ) %b inc_e = 1 ; %b end % if nt inc_p = 0; if (inc_p > 0) % plot node numbers for i = 1:inc_p:np % convert to string p_text = sprintf (' %g', i); % offset # from pt text (x(i), y(i), p_text) % plot pt number end % for all points end % if show labels % ---------------- Now add the vectors to the mesh -------------- quiver (g_x, g_y, g_dx, g_dy, scale) %b plot (g_x, g_y, 'k*') % -depsc -tiff % for an eps version %b print -dpsc quiver_el_qp_xyz_flux hold off %b fprintf ('Created file quiver_el_qp_xyz_flux.ps \n') end % quiver_el_qp_xySress