Add modal-analysis type to all stages

src/initializeAxisc.m

@@ -1,7 +1,7 @@
 function [axisc] = initializeAxisc(args)
 
 arguments
-  args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible'})} = 'flexible'
+  args.type char {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis'})} = 'flexible'
 end
 
 axisc = struct();
@@ -13,6 +13,8 @@ switch args.type
     axisc.type = 1;
   case 'flexible'
     axisc.type = 2;
+  case 'modal-analysis'
+    axisc.type = 3;
 end
 
 % Structure

src/initializeGranite.m

@@ -1,7 +1,7 @@
 function [granite] = initializeGranite(args)
 
 arguments
-  args.type          char   {mustBeMember(args.type,{'rigid', 'flexible', 'none'})} = 'flexible'
+  args.type          char   {mustBeMember(args.type,{'rigid', 'flexible', 'none', 'modal-analysis'})} = 'flexible'
   args.density (1,1) double {mustBeNumeric, mustBeNonnegative} = 2800 % Density [kg/m3]
   args.x0 (1,1) double {mustBeNumeric} = 0 % Rest position of the Joint in the X direction [m]
   args.y0 (1,1) double {mustBeNumeric} = 0 % Rest position of the Joint in the Y direction [m]
@@ -17,6 +17,8 @@ switch args.type
     granite.type = 1;
   case 'flexible'
     granite.type = 2;
+  case 'modal-analysis'
+    granite.type = 3;
 end
 
 granite.density = args.density; % [kg/m3]

src/initializeGround.m

@@ -1,7 +1,7 @@
 function [ground] = initializeGround(args)
 
 arguments
-    args.type char {mustBeMember(args.type,{'none', 'solid'})} = 'solid'
+    args.type char {mustBeMember(args.type,{'none', 'rigid'})} = 'rigid'
 end
 
 ground = struct();
@@ -9,7 +9,7 @@ ground = struct();
 switch args.type
   case 'none'
     ground.type = 0;
-  case 'solid'
+  case 'rigid'
     ground.type = 1;
 end
 

src/initializeMicroHexapod.m

@@ -1,6 +1,7 @@
 function [micro_hexapod] = initializeMicroHexapod(args)
 
 arguments
+    args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible'})} = 'flexible'
     % initializeFramesPositions
     args.H    (1,1) double {mustBeNumeric, mustBePositive} = 350e-3
     args.MO_B (1,1) double {mustBeNumeric} = 270e-3
@@ -48,4 +49,13 @@ micro_hexapod.dLi = dLi;
 
 micro_hexapod.dLeq = args.dLeq;
 
+switch args.type
+  case 'none'
+    micro_hexapod.type = 0;
+  case 'rigid'
+    micro_hexapod.type = 1;
+  case 'flexible'
+    micro_hexapod.type = 2;
+end
+
 save('./mat/stages.mat', 'micro_hexapod', '-append');

src/initializeNanoHexapod.m

@@ -1,6 +1,7 @@
 function [nano_hexapod] = initializeNanoHexapod(args)
 
 arguments
+    args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible'})} = 'flexible'
     % initializeFramesPositions
     args.H    (1,1) double {mustBeNumeric, mustBePositive} = 90e-3
     args.MO_B (1,1) double {mustBeNumeric} = 175e-3
@@ -53,4 +54,13 @@ nano_hexapod.dLi = dLi;
 
 nano_hexapod.dLeq = args.dLeq;
 
+switch args.type
+  case 'none'
+    nano_hexapod.type = 0;
+  case 'rigid'
+    nano_hexapod.type = 1;
+  case 'flexible'
+    nano_hexapod.type = 2;
+end
+
 save('./mat/stages.mat', 'nano_hexapod', '-append');

src/initializeRy.m

@@ -1,7 +1,7 @@
 function [ry] = initializeRy(args)
 
 arguments
-  args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible'})} = 'flexible'
+  args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis'})} = 'flexible'
   args.x11 (1,1) double {mustBeNumeric} = 0 % [m]
   args.y11 (1,1) double {mustBeNumeric} = 0 % [m]
   args.z11 (1,1) double {mustBeNumeric} = 0 % [m]
@@ -25,6 +25,8 @@ switch args.type
     ry.type = 1;
   case 'flexible'
     ry.type = 2;
+  case 'modal-analysis'
+    ry.type = 3;
 end
 
 % Ry - Guide for the tilt stage

src/initializeRz.m

@@ -1,7 +1,7 @@
 function [rz] = initializeRz(args)
 
 arguments
-  args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible'})} = 'flexible'
+  args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis'})} = 'flexible'
   args.x0  (1,1) double {mustBeNumeric} = 0 % Equilibrium position of the Joint [m]
   args.y0  (1,1) double {mustBeNumeric} = 0 % Equilibrium position of the Joint [m]
   args.z0  (1,1) double {mustBeNumeric} = 0 % Equilibrium position of the Joint [m]
@@ -18,6 +18,8 @@ switch args.type
     rz.type = 1;
   case 'flexible'
     rz.type = 2;
+  case 'modal-analysis'
+    rz.type = 3;
 end
 
 % Spindle - Slip Ring

src/initializeTy.m

@@ -1,7 +1,7 @@
 function [ty] = initializeTy(args)
 
 arguments
-  args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible'})} = 'flexible'
+  args.type      char   {mustBeMember(args.type,{'none', 'rigid', 'flexible', 'modal-analysis'})} = 'flexible'
   args.x11 (1,1) double {mustBeNumeric} = 0 % [m]
   args.z11 (1,1) double {mustBeNumeric} = 0 % [m]
   args.x21 (1,1) double {mustBeNumeric} = 0 % [m]
@@ -21,6 +21,8 @@ switch args.type
     ty.type = 1;
   case 'flexible'
     ty.type = 2;
+  case 'modal-analysis'
+    ty.type = 3;
 end
 
 % Ty Granite frame