FEM-Course-Matlab/14.弹性地基梁的matlab有限元编程/ForcePlot.m

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Mathematica
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2024-01-28 16:46:36 +00:00
%<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ܺ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ScaleΪ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ϵ<EFBFBD><EFBFBD>(<EFBFBD><EFBFBD><EFBFBD><EFBFBD>Ϊ<EFBFBD><EFBFBD><EFBFBD><EFBFBD>ͼ<EFBFBD>񲿷֣<EFBFBD>
function ForcePlot(ele,Load,Constr,x,y,U,LineWidth,LineStyle,AxialForce)
CoordScale=[max(x)-min(x),max(y)-min(y)];
k=1;
% AxialForce 2*Ele_num
maxForce=max(max(AxialForce));
Scale=CoordScale(1)/maxForce/3;
% %<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>κ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>
% for i=1:length(x)
% if Constr(k,1)==i%--Լ<EFBFBD><EFBFBD><EFBFBD>ڵ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>
% k=k+1;
% else%--<EFBFBD><EFBFBD>Լ<EFBFBD><EFBFBD><EFBFBD>ڵ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ź<EFBFBD><EFBFBD><EFBFBD>λ<EFBFBD><EFBFBD>
% x(i)=x(i)+Scale*U(2*i-1,1);y(i)=y(i)+Scale*U(2*i,1);
% end
% end
%<EFBFBD><EFBFBD><EFBFBD>Ƹ˼<EFBFBD>
jet_color = colormap(jet(ceil(max(AxialForce(1,:))-min(AxialForce(1,:))+1)));%+1<EFBFBD><EFBFBD>Ϊ<EFBFBD>˱<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>Ϊ0
color_index = ceil(AxialForce(1,:)+(1-min(AxialForce(1,:))));
for i=1:length(ele(:,1))
plot([x(ele(i,2)),x(ele(i,3))],[y(ele(i,2)),y(ele(i,3))],...
'k-','LineWidth',LineWidth*ele(i,4)/max(ele(:,4)));
hold on
end
%<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>
for i=1:length(ele(:,1))
if x(ele(i,2))==x(ele(i,3))
plot([x(ele(i,2)),x(ele(i,2))+Scale*AxialForce(1,i),x(ele(i,3))+Scale*AxialForce(2,i),x(ele(i,3))],[y(ele(i,2)),y(ele(i,2)),y(ele(i,3)),y(ele(i,3))],...
'color',jet_color(color_index(i),:),'LineWidth',LineWidth*ele(i,4)/max(ele(:,4)));
else
plot([x(ele(i,2)),x(ele(i,2)),x(ele(i,3)),x(ele(i,3))],[y(ele(i,2)),y(ele(i,2))+Scale*AxialForce(1,i),y(ele(i,3))+Scale*AxialForce(2,i),y(ele(i,3))],...
'color',jet_color(color_index(i),:),'LineWidth',LineWidth*ele(i,4)/max(ele(:,4)));
end
hold on
end
colorbar
caxis([min(AxialForce(1,:)),max(AxialForce(1,:))]);
% figure
% for i=1:length(ele(:,1))
% plot([x(ele(i,2)),x(ele(i,3))],[y(ele(i,2)),y(ele(i,3))],...
% LineStyle,'LineWidth',LineWidth*ele(i,4)/max(ele(:,4)));
%
% hold on
% end
%<EFBFBD><EFBFBD><EFBFBD>ƽڵ<EFBFBD>
for i=1:length(x)
x1=x(i);y1=y(i);
scatter(x1,y1,15,'k','filled')
end
%<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>غ<EFBFBD>
maxLoad=abs(Load(1,2))%Ѱ<EFBFBD>Ҿ<EFBFBD><EFBFBD><EFBFBD>ֵ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ġ<EFBFBD><EFBFBD>غ<EFBFBD>
for i=1:length(Load(:,1))
if(maxLoad<abs(Load(i,3)))
maxLoad=abs(Load(i,3))
end
end
for i=1:length(Load(:,1))%<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>غɼ<EFBFBD>ͷ
quiver(x(Load(i,1)),y(Load(i,1)),Load(i,2)/max(maxLoad),...
Load(i,3)/max(maxLoad),...
'LineWidth',1,'color','r','AutoScaleFactor',0.15*(CoordScale(1)+CoordScale(2)),...
'MaxHeadSize',0.01*(CoordScale(1)+CoordScale(2)));
end
%<EFBFBD><EFBFBD><EFBFBD><EFBFBD>Լ<EFBFBD><EFBFBD>--ѡ<EFBFBD>ý<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ߴ<EFBFBD><EFBFBD><EFBFBD>Ϊ<EFBFBD><EFBFBD>׼<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>Լ<EFBFBD><EFBFBD>
for i=1:length(Constr(:,1))
plot([x(Constr(i,1)) x(Constr(i,1))-0.02*max(CoordScale) x(Constr(i,1))+...
0.02*max(CoordScale) x(Constr(i,1))],[y(Constr(i,1)) y(Constr(i,1))-...
0.02*max(CoordScale) y(Constr(i,1))-0.02*max(CoordScale) y(Constr(i,1))],...
'LineWidth',0.8,'color','r');
end
%<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>
axis equal
% axis([min(x)-0.1*CoordScale(1),max(x)+0.1*CoordScale(1),min(y)-...
% 0.1*CoordScale(2),max(y)+0.1*CoordScale(2)]...
% ) %<EFBFBD>޶<EFBFBD>ͼ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>ʾ<EFBFBD><EFBFBD>Χ
hold off
end