function [actuator] = initializeAPA(args) % initializeAPA - % % Syntax: [actuator] = initializeAPA(args) % % Inputs: % - args - % % Outputs: % - actuator - arguments args.type char {mustBeMember(args.type,{'2dof', 'flexible frame', 'flexible'})} = '2dof' args.Ga (1,1) double {mustBeNumeric} = 0 args.Gs (1,1) double {mustBeNumeric} = 0 % For 2DoF args.k (6,1) double {mustBeNumeric, mustBePositive} = ones(6,1)*0.38e6 args.ke (6,1) double {mustBeNumeric, mustBePositive} = ones(6,1)*1.75e6 args.ka (6,1) double {mustBeNumeric, mustBePositive} = ones(6,1)*3e7 args.c (6,1) double {mustBeNumeric, mustBePositive} = ones(6,1)*3e1 args.ce (6,1) double {mustBeNumeric, mustBePositive} = ones(6,1)*2e1 args.ca (6,1) double {mustBeNumeric, mustBePositive} = ones(6,1)*2e1 args.Leq (6,1) double {mustBeNumeric} = ones(6,1)*0.056 % Force Flexible APA args.xi (1,1) double {mustBeNumeric, mustBePositive} = 0.5 % For Flexible Frame args.ks (1,1) double {mustBeNumeric, mustBePositive} = 235e6 args.cs (1,1) double {mustBeNumeric, mustBePositive} = 1e1 end actuator = struct(); switch args.type case '2dof' actuator.type = 1; case 'flexible frame' actuator.type = 2; case 'flexible' actuator.type = 3; end if args.Ga == 0 switch args.type case '2dof' actuator.Ga = -30.0; case 'flexible frame' actuator.Ga = 1; % TODO case 'flexible' actuator.Ga = 23.4; end else actuator.Ga = args.Ga; % Actuator gain [N/V] end if args.Gs == 0 switch args.type case '2dof' actuator.Gs = 0.098; case 'flexible frame' actuator.Gs = 1; % TODO case 'flexible' actuator.Gs = -4674824; end else actuator.Gs = args.Gs; % Sensor gain [V/m] end actuator.k = args.k; % [N/m] actuator.ke = args.ke; % [N/m] actuator.ka = args.ka; % [N/m] actuator.c = args.c; % [N/(m/s)] actuator.ce = args.ce; % [N/(m/s)] actuator.ca = args.ca; % [N/(m/s)] actuator.Leq = args.Leq; % [m] switch args.type case 'flexible frame' actuator.K = readmatrix('APA300ML_b_mat_K.CSV'); % Stiffness Matrix actuator.M = readmatrix('APA300ML_b_mat_M.CSV'); % Mass Matrix actuator.P = extractNodes('APA300ML_b_out_nodes_3D.txt'); % Node coordinates [m] case 'flexible' actuator.K = readmatrix('full_APA300ML_K.CSV'); % Stiffness Matrix actuator.M = readmatrix('full_APA300ML_M.CSV'); % Mass Matrix actuator.P = extractNodes('full_APA300ML_out_nodes_3D.txt'); % Node coordiantes [m] end actuator.xi = args.xi; % Damping ratio actuator.ks = args.ks; % Stiffness of one stack [N/m] actuator.cs = args.cs; % Damping of one stack [N/m]