%% run Assemblage_DataFile.m run Sample.m %% Solver Configuration Ts = 1e-4; % Sampling time [s] Tsim = 1; % Simulation time [s] %% Gravity g = 0 ; % Gravity along the z axis [m/s^2] %% Ground ground = struct(); ground.shape = [2, 2, 0.5]; % m %% Granite granite = struct(); granite.m = smiData.Solid(5).mass; granite.k.ax = 1e10; % x-y-z Stiffness of the granite [N/m] granite.ksi.ax = 10; granite = updateDamping(granite); %% Translation stage ty = struct(); ty.m = smiData.Solid(4).mass+smiData.Solid(6).mass+smiData.Solid(7).mass+smiData.Solid(8).mass+smiData.Solid(9).mass+4*smiData.Solid(11).mass+smiData.Solid(24).mass+smiData.Solid(25).mass+smiData.Solid(28).mass; ty.k.ax = 1e7/4; % Axial Stiffness for each of the 4 guidance (y) [N/m] ty.k.rad = 9e9/4; % Radial Stiffness for each of the 4 guidance (x-z) [N/m] ty.ksi.ax = 10; ty.ksi.rad = 10; ty = updateDamping(ty); %% Tilt Stage ry = struct(); ry.m = smiData.Solid(26).mass+smiData.Solid(18).mass+smiData.Solid(10).mass; ry.k.h = 357e6/4; % Stiffness in the direction of the guidance [N/m] ry.k.rad = 555e6/4; % Stiffness in the top direction [N/m] ry.k.rrad = 238e6/4; % Stiffness in the side direction [N/m] ry.k.tilt = 1e4 ; % Rotation stiffness around y [N*m/deg] ry.ksi.h = 10; ry.ksi.rad = 10; ry.ksi.rrad = 10; ry.ksi.tilt = 10; ry = updateDamping(ry); %% Spindle rz = struct(); rz.m = smiData.Solid(12).mass+6*smiData.Solid(20).mass+smiData.Solid(19).mass; rz.k.ax = 2e9; % Axial Stiffness [N/m] rz.k.rad = 7e8; % Radial Stiffness [N/m] rz.k.tilt = 1e5; % TODO rz.k.rot = 1e5; % TODO rz.ksi.ax = 10; rz.ksi.rad = 10; rz.ksi.tilt = 1; rz.ksi.rot = 1; rz = updateDamping(rz); %% Hexapod Symétrie % TODO - is now defined by the stewart-simscape project hexapod = struct(); hexapod.m = smiData.Solid(16).mass; hexapod.k.ax = (138e6/6)*1.2; % Leg stiffness [N/m] hexapod.ksi.ax = 10; hexapod = updateDamping(hexapod); %% Center of gravity compensation axisc = struct(); axisc.m = smiData.Solid(30).mass; axisc.k.ax = 1; % TODO [N*m/deg)] axisc.ksi.ax = 1; axisc = updateDamping(axisc); %% NASS % TODO - is now defined by the stewart-simscape project nass = struct(); nass.m = smiData.Solid(27).mass; nass.k.ax = 5e7; % Leg stiffness [N/m] nass.ksi.ax = 10; nass = updateDamping(nass); %% function element = updateDamping(element) field = fieldnames(element.k); for i = 1:length(field) element.c.(field{i}) = 1/element.ksi.(field{i})*sqrt(element.k.(field{i})/element.m); end end