test with CGX 2.16, update hcpy commands

HakanEvmek · Sep 8, 2019 · 0328476 · 0328476
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diff --git a/Dynamics/Discrete/README.md b/Dynamics/Discrete/README.md
@@ -1,5 +1,5 @@
 # Spring/Mass Oscillator
-Tested with CGX 2.15 / CCX 2.15
+Tested with CGX 2.16 / CCX 2.15
 
 + Frequency response analysis
 + 2-Mass oscillator

diff --git a/Dynamics/Discrete/mesh.png b/Dynamics/Discrete/mesh.png
diff --git a/Dynamics/Discrete/meshM.png b/Dynamics/Discrete/meshM.png
diff --git a/Dynamics/Discrete/run.fbd b/Dynamics/Discrete/run.fbd
@@ -3,8 +3,7 @@ read MS.frd
 read MS.inp nom
 # plot model
 seta ! all
-hcpy png
-sys mv hcpy_1.png mesh.png
+hcpy png mesh
 # plot mode shapes
 seta path n 1 3 5
 ds 1 e 1

diff --git a/Dynamics/Discrete/runM.fbd b/Dynamics/Discrete/runM.fbd
@@ -7,8 +7,7 @@ seta fix n 1
 plot e all k
 plus n all k 6
 plus n fix r 6
-hcpy png
-sys mv hcpy_1.png meshM.png
+hcpy png meshM
 # plot mode shapes
 seta path n 1 2 3
 ds 1 e 1

diff --git a/Dynamics/Discrete/test.py b/Dynamics/Discrete/test.py
@@ -2,3 +2,4 @@
 import os
 
 os.system("cgx -b run.fbd")
+os.system("cgx -b runM.fbd")
diff --git a/Kasten/D3.png b/Kasten/D3.png
diff --git a/Kasten/PE.png b/Kasten/PE.png
diff --git a/Kasten/README.md b/Kasten/README.md
@@ -1,5 +1,5 @@
 # Non-linear Buckling
-Tested with CGX 2.15 / CCX 2.15
+Tested with CGX 2.16 / CCX 2.15
 
 + Large displacements
 + Plasticity

diff --git a/Kasten/deformed.png b/Kasten/deformed.png
diff --git a/Kasten/geo.png b/Kasten/geo.png
diff --git a/Kasten/imperfection.png b/Kasten/imperfection.png
diff --git a/Kasten/post.fbd b/Kasten/post.fbd
@@ -12,28 +12,24 @@ ds -1 e 1
 plot fv all
 plus f all n
 plus n
-hcpy png
-sys mv hcpy_1.png deformed.png
+hcpy png deformed
 
 view sh
 
 ds 1 e 4
 scal d 100
 plot fv all
-hcpy png
-sys mv hcpy_2.png imperfection.png
+hcpy png imperfection
 
 ds -1 e 1
 scal d
 plot fv all
-hcpy png
-sys mv hcpy_3.png PE.png
+hcpy png PE
 
 ds -3 e 3
 scal d
 plot fv all
-hcpy png
-sys mv hcpy_4.png D3.png
+hcpy png D3
 
 # create force-displacement curve
 sys dat2txt.py Kasten

diff --git a/Kasten/pre.fbd b/Kasten/pre.fbd
@@ -21,8 +21,7 @@ rot y
 rot d 10
 rot r 10
 frame
-hcpy png
-sys mv hcpy_1.png geo.png
+hcpy png geo
 
 div all auto nd
 elty all qu8r
@@ -46,5 +45,4 @@ ulin Sets: upper (blue), lower (red)
 plot n upper b 6
 plus n lower r 6
 plus l all k
-hcpy png
-sys mv hcpy_2.png sets.png
+hcpy png sets
diff --git a/Kasten/sets.png b/Kasten/sets.png
diff --git a/Linear/BiaxBending/README.md b/Linear/BiaxBending/README.md
@@ -1,5 +1,5 @@
 # Unsymmetric Bending
-Tested with CGX 2.15 / CCX 2.15
+Tested with CGX 2.16 / CCX 2.15
 
 + Application of bending moment via kinematic coupling without transverse constraints
 + Display of the neutral fiber

diff --git a/Linear/BiaxBending/Refs/disp.png b/Linear/BiaxBending/Refs/disp.png
diff --git a/Linear/BiaxBending/Refs/mesh.png b/Linear/BiaxBending/Refs/mesh.png
diff --git a/Linear/BiaxBending/Refs/neutral.png b/Linear/BiaxBending/Refs/neutral.png
diff --git a/Linear/BiaxBending/Refs/sxx.png b/Linear/BiaxBending/Refs/sxx.png
diff --git a/Linear/BiaxBending/par.run.fbl b/Linear/BiaxBending/par.run.fbl
@@ -87,8 +87,7 @@ plus f load2 y
 plus f load3 y
 plus n ref b 10
 plus n support r 10
-hcpy png
-sys mv hcpy_1.png Refs/mesh.png
+hcpy png Refs/mesh
 
 # Solving
 sys ccx Biegung
@@ -101,20 +100,18 @@ view sh
 scal d 1000
 # sxx
 ds 2 e 1
-hcpy png
-sys mv hcpy_2.png Refs/sxx.png
+hcpy png Refs/sxx
 
 # neutral fiber
 ulin Neutral fiber
 steps 2
-hcpy png
-sys mv hcpy_3.png Refs/neutral.png
+mm 1
+hcpy png Refs/neutral
 
+#
 ulin displacement
 rot -x
 rot c 90
 plot n all r 1
 plus f all n
-
-hcpy png
-sys mv hcpy_4.png Refs/disp.png
+hcpy png Refs/disp
diff --git a/Linear/Crack1/README.md b/Linear/Crack1/README.md
@@ -1,5 +1,5 @@
 # Energy Release Rate (Global Energy Method)
-Tested with CGX 2.15 / CCX 2.15, Gmsh 4.4.1
+Tested with CGX 2.16 / CCX 2.15, Gmsh 4.4.1
 
 + Linear static solution
 + Symmetric model

diff --git a/Linear/Crack1/Refs/gmsh.png b/Linear/Crack1/Refs/gmsh.png
diff --git a/Linear/Crack1/Refs/se.png b/Linear/Crack1/Refs/se.png
diff --git a/Linear/Crack1/Refs/sets.png b/Linear/Crack1/Refs/sets.png
diff --git a/Linear/Crack1/ct.fbd b/Linear/Crack1/ct.fbd
@@ -18,15 +18,17 @@ rot -z
 rot l 30
 rot d 30
 view ill
-plot f Load
+plot fb all n 30
+plus f Load
 plus n Symy r
 plus n Symz b
 plus n origin g 8
-hcpy png
-sys mv hcpy_1.png Refs/sets.png
+hcpy png Refs/sets
+
 # solver run
 sys ccx solve
 read solve.frd
+
 # symmetry expansion
 seta orig e all
 copy all new mir y
@@ -44,7 +46,7 @@ plus e new n
 min 0 f
 max 10 f
 frame
-hcpy png
-sys mv hcpy_2.png Refs/se.png
+hcpy png Refs/se
+
 # display of the strain energy
 sys more solve.dat
diff --git a/Linear/L-Plate/PS3.png b/Linear/L-Plate/PS3.png
diff --git a/Linear/L-Plate/README.md b/Linear/L-Plate/README.md
@@ -1,5 +1,5 @@
 # Buckling and modal analysis with preload
-Tested with CGX 2.15 / CCX 2.15
+Tested with CGX 2.16 / CCX 2.15
 
 + Modal analysis with preload
 + Eigenvalue buckling analysis

diff --git a/Linear/L-Plate/RFv.png b/Linear/L-Plate/RFv.png
diff --git a/Linear/L-Plate/b1.gif b/Linear/L-Plate/b1.gif
diff --git a/Linear/L-Plate/b2.gif b/Linear/L-Plate/b2.gif
diff --git a/Linear/L-Plate/b3.gif b/Linear/L-Plate/b3.gif
diff --git a/Linear/L-Plate/mesh.png b/Linear/L-Plate/mesh.png
diff --git a/Linear/L-Plate/par.run.fbl b/Linear/L-Plate/par.run.fbl
@@ -38,16 +38,15 @@ enq nodes right rec <2*h> _ _ 0.01
 # mesh image
 view edge off
 ulin upper (red), left (green), lower (blue), right (mag.)
-#plot e all n
 plot f all n
 frame
 plus n upper r 6
 plus n left g 6
 plus n lower b 6
 plus n right m 6
 view edge
-hcpy png
-sys mv hcpy_1.png mesh.png
+hcpy png mesh
+
 ulin
 send all abq
 send all abq nam
@@ -58,13 +57,11 @@ read solve.frd new
 ds 2 e 19
 view disp
 scal d 1000
-hcpy png
-sys mv hcpy_2.png PS3.png
+hcpy png PS3
 
 ds 3 e 4
 view vec
 scal v 3
-hcpy png
-sys mv hcpy_3.png RFv.png
+hcpy png RFv
 
 # vibration shapes
diff --git a/Linear/L-Plate/v1.gif b/Linear/L-Plate/v1.gif
diff --git a/Linear/L-Plate/v1n.png b/Linear/L-Plate/v1n.png
diff --git a/Linear/L-Plate/v2.gif b/Linear/L-Plate/v2.gif
diff --git a/Linear/L-Plate/v2n.png b/Linear/L-Plate/v2n.png
diff --git a/Linear/L-Plate/v3.gif b/Linear/L-Plate/v3.gif
diff --git a/Linear/L-Plate/v3n.png b/Linear/L-Plate/v3n.png
diff --git a/Linear/L-Plate/v4n.png b/Linear/L-Plate/v4n.png
diff --git a/Linear/L-Plate/vmodes.fbd b/Linear/L-Plate/vmodes.fbd
@@ -6,6 +6,7 @@ rot d 60
 zoom 1.5
 tra r 20
 view elem
+
 # mode shape movies
 ulin Vibration mode 1
 movi frames 11
@@ -21,6 +22,7 @@ ulin Vibration mode 3
 movi frames 11
 ds 7 a
 sys mv movie.gif v3.gif
+
 # modal lines
 rot -z
 frame
@@ -29,20 +31,16 @@ ulin Vibration mode 1
 ds 5 e 3
 mm 20 f l
 steps 5
-hcpy png
-sys mv hcpy_1.png v1n.png
+hcpy png v1n
 
 ulin Vibration mode 2
 ds 6 e 3
-hcpy png
-sys mv hcpy_2.png v2n.png
+hcpy png v2n
 
 ulin Vibration mode 3
 ds 7 e 3
-hcpy png
-sys mv hcpy_3.png v3n.png
+hcpy png v3n
 
 ulin Vibration mode 4
 ds 8 e 3
-hcpy png
-sys mv hcpy_4.png v4n.png
+hcpy png v4n
diff --git a/Linear/Mesh1/README.md b/Linear/Mesh1/README.md
@@ -1,5 +1,5 @@
 # Modal analysis
-Tested with CGX 2.15 / CCX 2.15
+Tested with CGX 2.16 / CCX 2.15
 
 + Modal analysis with automatic generation of mode shape animations
 + Parametric model

diff --git a/Linear/Mesh1/Refs/mesh.png b/Linear/Mesh1/Refs/mesh.png
diff --git a/Linear/Mesh1/Refs/shape_1.gif b/Linear/Mesh1/Refs/shape_1.gif
diff --git a/Linear/Mesh1/Refs/shape_10.gif b/Linear/Mesh1/Refs/shape_10.gif
diff --git a/Linear/Mesh1/Refs/shape_11.gif b/Linear/Mesh1/Refs/shape_11.gif
diff --git a/Linear/Mesh1/Refs/shape_12.gif b/Linear/Mesh1/Refs/shape_12.gif
diff --git a/Linear/Mesh1/Refs/shape_4.gif b/Linear/Mesh1/Refs/shape_4.gif
diff --git a/Linear/Mesh1/Refs/shape_6.gif b/Linear/Mesh1/Refs/shape_6.gif
diff --git a/Linear/Mesh1/Refs/shape_7.gif b/Linear/Mesh1/Refs/shape_7.gif
diff --git a/Linear/Mesh1/Refs/shape_8.gif b/Linear/Mesh1/Refs/shape_8.gif
diff --git a/Linear/Mesh1/Refs/shape_9.gif b/Linear/Mesh1/Refs/shape_9.gif
diff --git a/Linear/Mesh1/pre.fbl b/Linear/Mesh1/pre.fbl
@@ -27,11 +27,11 @@ elty all he8i
 mesh all
 send all abq
 
+# mesh image
 view elem
 rot -z
 rot d 60
 plot n all r 1
 plus f all n
 frame
-hcpy png
-sys mv hcpy_1.png Refs/mesh.png
+hcpy png Refs/mesh
diff --git a/Linear/PSE/EYY.png b/Linear/PSE/EYY.png
diff --git a/Linear/PSE/README.md b/Linear/PSE/README.md
@@ -1,5 +1,5 @@
 # Illustration of Plane Stress and Plane Strain
-Tested with CGX 2.15 /CCX 2.15
+Tested with CGX 2.16 /CCX 2.15
 
 + Parametric geometry
 + 4 simply supported beams with different width (one of them in fact a plate) and one of them with lateral constraints (plane strain)

diff --git a/Linear/PSE/SE.png b/Linear/PSE/SE.png
diff --git a/Linear/PSE/SXX.png b/Linear/PSE/SXX.png
diff --git a/Linear/PSE/SYY.png b/Linear/PSE/SYY.png
diff --git a/Linear/PSE/U3-flat.png b/Linear/PSE/U3-flat.png
diff --git a/Linear/PSE/U3.png b/Linear/PSE/U3.png
diff --git a/Linear/PSE/load.png b/Linear/PSE/load.png
diff --git a/Linear/PSE/mesh.png b/Linear/PSE/mesh.png
diff --git a/Linear/PSE/par.run.fbl b/Linear/PSE/par.run.fbl
@@ -39,37 +39,33 @@ rot l 20
 rot u 25
 zoom 2.3
 view elem
-text From bottom right: plane strain, plane stress, beam, plate
+ulin From bottom right: plane strain, plane stress, beam, plate
 seta ! all
-hcpy png
-sys mv hcpy_1.png mesh.png
+hcpy png mesh
 
 # z support
 seta nodes n all
 enq nodes fixz rec <le> _ _ 0.1
 send fixz abq spc 3
-text Constraint uz=0 (support)
+ulin Constraint uz=0 (support)
 plot n fixz
-hcpy png
-sys mv hcpy_2.png uz0.png
+hcpy png uz0
 
 # y support
 enq nodes fixy rec _ <b0/2.> _ <1.1*b0/2.>
 seta fixy p D003 D005 D007
 comp fixy do
 send fixy abq spc 2
-text Constraint uy=0 (rigid body constraint and plane strain)
+ulin Constraint uy=0 (rigid body constraint and plane strain)
 plot n fixy
-hcpy png
-sys mv hcpy_3.png uy0.png
+hcpy png uy0
 
 # symmetry
 enq nodes symx rec 0 _ _ 0.1
 send symx abq spc 1
-text Constraint ux=0 (symmetry)
+ulin Constraint ux=0 (symmetry)
 plot n symx
-hcpy png
-sys mv hcpy_4.png ux0.png
+hcpy png ux0
 
 # load
 seta load s A00D A00E A00F A00G
@@ -78,8 +74,7 @@ comp load do
 send load abq pres 1
 text Pressure application area
 plot f load
-hcpy png
-sys mv hcpy_5.png load.png
+hcpy png load
 
 sys ccx solve
 read solve.frd
@@ -104,8 +99,7 @@ zoom 3
 ds 1 e 3
 text Vertical displacement
 plot fv all
-hcpy png
-sys mv hcpy_6.png U3-flat.png
+hcpy png U3-flat
 
 seta base se all
 copy all new mir x
@@ -118,25 +112,20 @@ tra l <le/2>
 
 ds 1 e 3
 plot fv base
-hcpy png
-sys mv hcpy_7.png U3.png
+hcpy png U3
 
 text Transverse strain
 ds 3 e 2
-hcpy png
-sys mv hcpy_8.png EYY.png
+hcpy png EYY
 
 text Transverse stress
 ds 2 e 2
-hcpy png
-sys mv hcpy_9.png SYY.png
+hcpy png SYY
 
 text Longitudinal (bending) stress
 ds 2 e 1
-hcpy png
-sys mv hcpy_10.png SXX.png
+hcpy png SXX
 
 text Equivalent (von Mises) stress
 ds 2 e 7
-hcpy png
-sys mv hcpy_11.png SE.png
+hcpy png SE
diff --git a/Linear/PSE/ux0.png b/Linear/PSE/ux0.png
diff --git a/Linear/PSE/uy0.png b/Linear/PSE/uy0.png
diff --git a/Linear/PSE/uz0.png b/Linear/PSE/uz0.png
diff --git a/Linear/Plates/2D3D.png b/Linear/Plates/2D3D.png
diff --git a/Linear/Plates/README.md b/Linear/Plates/README.md
@@ -1,5 +1,5 @@
 # Axisymmetric Plate With Hole
-Tested with CGX 2.15 / CCX 2.15
+Tested with CGX 2.16 / CCX 2.15
 
 + Linear static solution
 + Axisymmetric model

diff --git a/Linear/Plates/mesh.png b/Linear/Plates/mesh.png
diff --git a/Linear/Plates/polar.png b/Linear/Plates/polar.png
diff --git a/Linear/Plates/post.fbd b/Linear/Plates/post.fbd
@@ -15,11 +15,9 @@ trfm cyl y
 frame
 view sh
 plot fv all
-hcpy png
-sys mv hcpy_1.png polar.png
+hcpy png polar
 
 plot f all n
 plus ev 2D
 plus n 2D r 6
-hcpy png
-sys mv hcpy_2.png 2D3D.png
+hcpy png 2D3D
Original file line number	Diff line number	Diff line change
Expand Up		@@ -2,3 +2,4 @@
		import os

		os.system("cgx -b run.fbd")
		os.system("cgx -b runM.fbd")