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tosse.m
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%%% A 51 line code for topology optimization with same size elements. Vittorio Latorre Dec. 2018 %%%
function [c,xnew,loop]=tosse(nelx,nely,volfrac,mu)
%% MATERIAL PROPERTIES
E0 = 1;
Emin = 1e-9;
nu = 0.3;
%% PREPARE FINITE ELEMENT ANALYSIS
A11 = [12 3 -6 -3; 3 12 3 0; -6 3 12 -3; -3 0 -3 12];
A12 = [-6 -3 0 3; -3 -6 -3 -6; 0 -3 -6 3; 3 -6 3 -6];
B11 = [-4 3 -2 9; 3 -4 -9 4; -2 -9 -4 -3; 9 4 -3 -4];
B12 = [ 2 -3 4 -9; -3 2 9 -2; 4 9 2 3; -9 -2 3 2];
KE = 1/(1-nu^2)/24*([A11 A12;A12' A11]+nu*[B11 B12;B12' B11]);
nodenrs = reshape(1:(1+nelx)*(1+nely),1+nely,1+nelx);
edofVec = reshape(2*nodenrs(1:end-1,1:end-1)+1,nelx*nely,1);
edofMat = repmat(edofVec,1,8)+repmat([0 1 2*nely+[2 3 0 1] -2 -1],nelx*nely,1);
iK = reshape(kron(edofMat,ones(8,1))',64*nelx*nely,1);
jK = reshape(kron(edofMat,ones(1,8))',64*nelx*nely,1);
% DEFINE LOADS AND SUPPORTS (HALF MBB-BEAM)
U = zeros(2*(nely+1)*(nelx+1),1);
F = sparse(2,1,-1,2*(nely+1)*(nelx+1),1);
fixeddofs = union([1:2:2*(nely+1)],[2*(nelx+1)*(nely+1)]);
alldofs = [1:2*(nely+1)*(nelx+1)];
freedofs = setdiff(alldofs,fixeddofs);
%% INITIALIZE ITERATION
vgam = 1;
loop = 0;
change = 1;
xPhys = ones(nely,nelx)*vgam;
%% START ITERATION
while change > 1e-16 &&loop<200
loop = loop + 1;
vgam = max(volfrac,vgam*mu);
%% FE-ANALYSIS
sK = reshape(KE(:)*(Emin+xPhys(:)'.*(E0-Emin)),64*nelx*nely,1);
K = sparse(iK,jK,sK);
K = (K+K')/2;
U(freedofs) = K(freedofs,freedofs)\F(freedofs);
%% OBJECTIVE FUNCTION AND SENSITIVITY ANALYSIS
ce = (xPhys(:)+Emin)*E0.*(sum((U(edofMat)*KE).*U(edofMat),2));
c = sum((Emin+ce*(1-Emin/E0)));
%% SOLVE THE KNAPSACK PROBLEM
[~,I]=sort(ce,1,'descend');
xnew=zeros(nelx*nely,1);
xnew(I(1:floor(vgam*nelx*nely)))=1;
change = max(abs(xnew(:)-xPhys(:)));
xPhys = reshape(xnew,[nely,nelx]);
%% PRINT RESULTS
fprintf(' It.:%5i Obj.:%11.4f Vol.:%7.3f ch.:%7.3f\n',loop,c,mean(xPhys(:)),change);
end
%% PLOT DENSITIES
colormap(gray); imagesc(1-xPhys); caxis([0 1]); axis equal; axis off; drawnow;