Minor modifications
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Test.asv
59
Test.asv
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%% paramétres variables
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BP_leg_radius = 100:10:150;
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TP_leg_radius = 50:10:100;
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BP_leg_ang = 0:1:30;
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TP_leg_ang = 0:1:30;
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%% intervalle
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intervalle1=10e-6;
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intervalle2=10e-3;
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% variation=1e-3;
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%% Study the effect of the radius of the top platform position of the legs
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max_disp = zeros(length(BP_leg_radius),length(TP_leg_radius),length(BP_leg_ang),length(TP_leg_ang), 6);
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stiffness = zeros(length(BP_leg_radius),length(TP_leg_radius),length(BP_leg_ang),length(TP_leg_ang), 6, 6);
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for Blri = 1:length(BP_leg_radius)
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for Tlri = 1:length(TP_leg_radius)
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for Blai = 1:length(BP_leg_ang)
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for Tlai = 1:length(TP_leg_ang)
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BP.leg.rad = BP_leg_radius(Blri);
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TP.leg.rad = TP_leg_radius(Tlri);
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BP.leg.ang = BP_leg_ang(Blai);
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TP.leg.ang = TP_leg_ang(Tlai);
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run stewart_init.m;
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max_disp(Blri,Tlri,Blai,Tlai, :) = getMaxPureDisplacement(Leg, J)';
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stiffness(Blri,Tlri,Blai,Tlai, :, :) = getStiffnessMatrix(Leg, J);
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end
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end
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end
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end
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%%
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M = min(min(stiffness(:, : , :, :, 1, 1), stiffness(:, : , :, :, 2, 2)), stiffness(:, : , :, :, 3, 3));
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[C,I] = max(M(:));
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[I1,I2,I3,I4] = ind2sub(size(stiffness(:, : , :, :, 3, 3)),I);
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BP.leg.rad = BP_leg_radius(I1)
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TP.leg.rad = TP_leg_radius(I2)
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BP.leg.ang = BP_leg_ang(I3)
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TP_leg_ang(I4)
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% %%
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% for Blri = 1:length(BP_leg_radius)
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% for Tlri = 1:length(TP_leg_radius)
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% for Blai = 1:length(BP_leg_ang)
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% for Tlai = 1:length(TP_leg_ang)
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% if max_disp==intervalle1
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% i=i+1;
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% s1(1,i)=BP_leg_radius(Blri);
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% s1(2,i)=TP_leg_radius(Tlri);
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% s1(3,i)=BP_leg_ang(Blai);
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% s1(4,i)=TP_leg_ang(Tlai);
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% else
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% end
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% end
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% end
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% end
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% end
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%
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8
Test.m
8
Test.m
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%% paramétres variables
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%% Variable parameters
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BP_leg_radius = 100:10:150;
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BP_leg_radius = 100:10:150;
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TP_leg_radius = 50:10:100;
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TP_leg_radius = 50:10:100;
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BP_leg_ang = 0:1:30;
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BP_leg_ang = 0:1:30;
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TP_leg_ang = 0:1:30;
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TP_leg_ang = 0:1:30;
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%% intervalle
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%%
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intervalle1=10e-6;
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intervalle1=10e-6;
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intervalle2=10e-3;
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intervalle2=10e-3;
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% variation=1e-3;
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% variation=1e-3;
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@ -30,10 +30,10 @@ for Blri = 1:length(BP_leg_radius)
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end
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end
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%%
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%%
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M = min(min(stiffness(:, : , :, :, 4, 4), stiffness(:, : , :, :, 5, 5)), stiffness(:, : , :, :, 6, 6));
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M = min(max_disp(:, : , :, :, 1), max_disp(:, : , :, :, 2));
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[C,I] = max(M(:));
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[C,I] = max(M(:));
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[I1,I2,I3,I4] = ind2sub(size(stiffness(:, : , :, :, 3, 3)),I);
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[I1,I2,I3,I4] = ind2sub(size(max_disp(:, : , :, :, 3)),I);
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BP_leg_radius(I1)
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BP_leg_radius(I1)
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TP_leg_radius(I2)
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TP_leg_radius(I2)
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BP_leg_ang(I3)
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BP_leg_ang(I3)
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@ -8,7 +8,7 @@ BP = struct();
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BP.rad.int = 0; %mm
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BP.rad.int = 0; %mm
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BP.rad.ext = 150; %mm
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BP.rad.ext = 150; %mm
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BP.thickness = 10; % mm
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BP.thickness = 10; % mm
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BP.leg.rad = 140; %mm
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BP.leg.rad = 100; %mm
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BP.leg.ang = 5; %deg
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BP.leg.ang = 5; %deg
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BP.density = 8000; %kg/m^3
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BP.density = 8000; %kg/m^3
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BP.color = [0.5 0.5 0.5]; %rgb
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BP.color = [0.5 0.5 0.5]; %rgb
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@ -16,9 +16,9 @@ BP.color = [0.5 0.5 0.5]; %rgb
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%% TOP Plate
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%% TOP Plate
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TP = struct();
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TP = struct();
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TP.rad.int = 0;%mm
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TP.rad.int = 0;%mm
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TP.rad.ext = 150; %mm
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TP.rad.ext = 100; %mm
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TP.thickness = 10; % mm
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TP.thickness = 10; % mm
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TP.leg.rad = 100; %mm
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TP.leg.rad = 90; %mm
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TP.leg.ang = 5; %deg
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TP.leg.ang = 5; %deg
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TP.density = 8000; %kg/m^3
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TP.density = 8000; %kg/m^3
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TP.color = [0.5 0.5 0.5]; %rgb
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TP.color = [0.5 0.5 0.5]; %rgb
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@ -53,7 +53,7 @@ SP.density.top = 8000; %kg/m^3
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SP.m = SP.density.bottom*2*pi*((SP.rad.bottom*1e-3)^2)*(SP.height.bottom*1e-3); %kg
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SP.m = SP.density.bottom*2*pi*((SP.rad.bottom*1e-3)^2)*(SP.height.bottom*1e-3); %kg
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SP.color.bottom = [0.5 0.5 0.5]; %rgb
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SP.color.bottom = [0.5 0.5 0.5]; %rgb
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SP.color.top = [0.5 0.5 0.5]; %rgb
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SP.color.top = [0.5 0.5 0.5]; %rgb
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SP.k.ax = 0; % N*m/deg
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SP.k.ax = 1e2; % N*m/deg
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SP.ksi.ax = 10;
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SP.ksi.ax = 10;
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SP = updateDamping(SP);
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SP = updateDamping(SP);
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