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18
Sheet_6/adapt_h.m
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18
Sheet_6/adapt_h.m
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% h-adaptivity
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% for a given mesh and solution we generate a new adapted mesh by splitting
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% the elements with large errors into two new elements
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function mesh = adapt_h(nodes,u,lambda)
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n_nodes = length(nodes);
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flux_jumps = jumps_flux(nodes,u,lambda);
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alpha = 0.5; % parameter for choosing elements to refine
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crit_error = alpha*max(abs(flux_jumps));
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mesh = nodes; % will be the new nodes/mesh
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% finding elements to refine
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for i=2:n_nodes-1
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if abs(flux_jumps(i)) > crit_error
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mesh = [mesh, nodes(i-1)+(nodes(i)-nodes(i-1))/2, nodes(i)+(nodes(i+1)-nodes(i))/2];
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end
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end
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mesh = unique(mesh);
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end
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24
Sheet_6/adapt_r.m
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Sheet_6/adapt_r.m
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% r-adaptivity
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% for a given mesh and solution we generate a new adapted mesh by moving
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% the existing nodes within the mesh; they get moved to a position in order
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% to equally distribute the error over the intervall
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% we use the De Boor's algorithm (Huang, Russell; Adaptive Moving Mesh
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% Methods; $ 2.2.1)
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function mesh = adapt_r(nodes,u,lambda)
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n_nodes = length(nodes);
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flux_jumps = abs(jumps_flux(nodes,u,lambda));
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p = 1/2*(flux_jumps(1:end-1) + flux_jumps(2:end)); % has values for each element
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h_vec = nodes(2:end) - nodes(1:end-1);
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P = cumsum(h_vec'.*p);
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P = [0;P];
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xi = linspace(0,1,n_nodes);
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mesh = nodes;
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for j=2:n_nodes-1
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idx_k = find(xi(j)*P(end) <= P, 1, 'first');
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if idx_k > 1
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x_j = nodes(idx_k-1) + xi(j)*(P(end)-P(idx_k -1))/p(idx_k -1);
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mesh(j) = x_j;
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end
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end
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end
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20
Sheet_6/assembling.m
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Sheet_6/assembling.m
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% assembling of the stiffness matrix and the load vector for a given mesh
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% in 1D
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function [K,f_vec] = assembling(nodes,lambda,f)
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n_nodes = length(nodes);
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K = zeros(n_nodes);
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f_vec = zeros(n_nodes,1);
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h_diff_vec = nodes(2:end) - nodes(1:end-1); % step width
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for k = 1:n_nodes-1
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% stiffness matrix
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lambda_int = integral(lambda, nodes(k), nodes(k+1));
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K_loc = lambda_int/h_diff_vec(k)^2*[1,-1;-1,1];
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K(k:k+1,k:k+1) = K(k:k+1,k:k+1) + K_loc;
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% right hand side
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phi_left = @(x) (nodes(k+1)-x)/h_diff_vec(k).*f(x);
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phi_right = @(x) (x-nodes(k))/h_diff_vec(k).*f(x);
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f_loc = [integral(phi_left,nodes(k),nodes(k+1)); integral(phi_right,nodes(k),nodes(k+1))];
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f_vec(k:k+1) = f_vec(k:k+1) + f_loc;
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end
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end
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16
Sheet_6/jumps_flux.m
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Sheet_6/jumps_flux.m
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% calculation of the flux jumps according to the chosen mesh
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% nodes - corresponding to the mesh
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% u - approximation
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% flux_jumps - jump of the flux in each node of the mesh including the
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% paramter function lambda
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function flux_jumps = jumps_flux(nodes, u, lambda)
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n_nodes = length(nodes);
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flux_jumps = zeros(n_nodes,1);
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diff_u = u(2:end) - u(1:end-1);
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diff_x = nodes(2:end) - nodes(1:end-1);
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eps = 1e-8;
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for i = 2:n_nodes-1
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flux_jumps(i) = diff_u(i)/diff_x(i)*lambda(nodes(i)+eps) - diff_u(i-1)/diff_x(i-1)*lambda(nodes(i)-eps);
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end
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end
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