Preparing 20.3.0 release

Author: dieter-wilhelm

NEWS.org

@@ -1,4 +1,4 @@
-#+DATE: Time-stamp: <2020-03-21>
+#+DATE: Time-stamp: <2020-03-24>
 #+bind: org-html-preamble-format (("en" "%d"))
 #+OPTIONS: html-link-use-abs-url:nil html-postamble:t html-preamble:t
 #+OPTIONS: html-scripts:t html-style:t html5-fancy:nil tex:t
@@ -18,13 +18,13 @@
 
 Copyright (C) 2006 - 2020  H. Dieter Wilhelm, GPL V3
 
-** Version 20.3.0: Melpa installation #, updated to v201
+** Version 20.3.0: 2020-03 Melpa installation
    - You can now install APDL-Mode from the [[https://melpa.org/][Melpa]] package archive!
    - Added a new menu entry for browsing interactively the
      documentation for keywords
+   - Added new function template the menu
    - EWW browser for the local help is now opening in a different
      "Window" and is not hiding the APDL buffer any longer
-   - Added new function template the menu
    - Added Ruler Mode to the helper modes
    - Added customisation section for Worbench / Discover Aim templates
    - Improved initialisation of Ansys installation dependent

TODO.org

@@ -14,8 +14,9 @@
 #+STARTUP: showall
 
 #+title: The TODO file of APDL-Mode
+* Version 20.4.0 Update v201
 
-* TODO Version 20.3.0 Update v201 docu, melpa
+* TODO Version 20.3.0 Melpa
   DEADLINE: <2020-04-16 Thu>
   feature freeze [2020-03-20 Fr]
 
@@ -55,11 +56,6 @@
      the respective page section on Chrome and Edge!?
    - 1/en, en is variable but fraction not fontified?
 ** check
-   - Check templates (formatting changed strongly!) especially
-     -compilation-template!  Indent is not correct.,
-     -skeleton-function!?
-     - C-s C-s apdl-calculate-indent: Can't deduce sensible column
-       offset, for some templates
    - changed file size without warning to 30 MB what is Emacs-26
      using?
 ** wishes
@@ -77,28 +73,19 @@
        interpreter or Ansys Classics GUI
     6) Melpa README, better wait till emacs-27?
 ** Done
-   - The APDL menu entry in terminal mode is not working => wrong type
-     argument!?
-   - what is .gitattributes
-   - check highlighting of -license-category,should work on white
-     background..
-   - -wb-template-directory depends on melpa version! This is working
-     only for the stable version!
-   - Is the -help-path working without backslashes under Window?, yes it is
-   - Do we need a (require 'apdl-) after Melpa installation? NO
 ** Release proceedures
    Attention: in apdl_keywords.txt there are many trailing whitespaces
    (delete-trailing-whitespace)
 
    whitespace-mode
    package-lint
-     - problems with prefix names and default key bindings...
    checkdoc, flycheck etc. : from makefile?
 
-    # for _mode_version
+    # for makefile
     APDL_MAJOR := 20
     APDL_MINOR := 4
     APDL_PATCH := 0
+    # A-M version
     (tags-query-replace "20\.3\.0" "20.4.0")
     # copyright year
     (tags-query-replace "- 2020" "- 2021")
@@ -107,9 +94,7 @@
     # emacs
     (tags-query-replace "26\.3" "27.1")
     (tags-search "((emacs \"25.1\"))")
-    (tags-query-replace "http:" "https:")
-    # (tags-query-replace "ansys+emacs2020.png" "ansys+emacs2020-03.png")
-    # (tags-query-replace "ANSYS" "Ansys")
+
 
 * DONE 20.2.0 Release
   [2020-03-10 Tue]

doc/example.mac

@@ -6,13 +6,13 @@
 !! the cursor below the next paragraph and type
 !! C-x C-e to check settings
 
-!(progn (when (featurep 'ansys-mode) (unload-feature 'ansys-mode))(setq ansys-highlighting-level 2 ansys-dynamic-highlighting-flag t)(load-file "../ansys-mode.el")(ansys-mode))
+!! (progn (when (featurep 'ansys-mode) (unload-feature 'ansys-mode))(setq ansys-highlighting-level 2 ansys-dynamic-highlighting-flag t)(load-file "../ansys-mode.el")(ansys-mode))
 
 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
 !! self contained mechanical example
 finish
 /clear
-!y ! answer query in interactive mode
+!! y ! answer query in interactive mode
 
 /units,mpa !indicate mm-t-s unit system
 !! /units
@@ -22,9 +22,9 @@ finish
 Steel = 1
 ID = Steel
 real = Steel
-et,ID,solid186 !3d, 20 node
+et,ID,solid186     ! 3d, 20 node
 !@@ -- Material --
-mp,nuxy,Steel,0.3 ! Poisson No
+mp,nuxy,Steel,0.3  ! Poisson No
 mp,ex,Steel,200000 ! Elastic modulus
 !@@ -- Modeling --
 block,0,1,0,1,0,1
@@ -51,16 +51,16 @@ solve
 /post1
 /view,,1,1,1
 plnsol,u,sum,2
-/image,save,test !save XWindow Dump xwd or bmp on Windows
+/image,save,test ! save XWindow Dump xwd or bmp on Windows
 /sys,convert test test.png
 
 !! end of self contained example
 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
 
 
 !@@ -- ignored characters and condensed input line ($ operator)
-finishThisNightmare $ /cle !/clear
-y !answer query
+finishThisNightmare $ /cle ! /clear
+y ! answer query
 /prep7
 otto = 9
 right = 'wrong'
@@ -71,7 +71,7 @@ c***, this is %right% ! no % parameter expansion of %otto%
 !@@ -- variable definitions and functions
 k ! keypoint at (0,0,0)
 N    =	_RETURN !_RETURN value of k command, No of keypoints
-_aaa = 9 !reserved underscore "_" variables
+_aaa = 9 ! reserved underscore "_" variables
 Pi   =	acos(-1) $ True=1 $ False=0
 Xc   = 0 $ Yc = 'char' 	 ! character string variables
 R1   = 4 $ R2=20
@@ -81,14 +81,14 @@ R1   = 4 $ R2=20
 N=1.0
 Alpha1=sin( 14.5) - 360./ (2*N)
 Alpha2=+360./(2*N)
-Steel=1!Steel
-Depth=ARG1 !ARG{1-9}, AR{10-19} = "*use" variables
-Xc= != empty rhs clears variables
+Steel=1 ! Steel
+Depth=ARG1 ! ARG{1-9}, AR{10-19} = "*use" variables
+Xc= ! = empty rhs clears variables
 
 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
 /prep7
 cyl4,Xc,Yc,R1,Alpha1,R2,Alpha2,Depth
-mp, nuxy,Steel,0.3 ! Poisson No
+mp, nuxy,Steel,0.3  ! Poisson No
 mp, ex,Steel,200000 ! Elastic modulus
 !@@@ - parameter substitution
 /com, === Material %Steel% is steel. ===
@@ -136,13 +136,13 @@ dcgomg,x,y,z ! rotational acceleration about global coord. sys.
 
 !@@@ - coupling -
 nsel,s,loc,x,1
-cp,next,uy,all !couple dofs
+cp,next,uy,all ! couple dofs
 
 !@@ -- boundary conditions --
 
 /prep7
 
-!kbc,1 ![0] (antype,static): ramped 1:stepped loading
+!! kbc,1 ! [0] (antype,static): ramped 1:stepped loading
 
 !@@@ - displacements -
 
@@ -160,7 +160,7 @@ flist,all
 !@@@ - inertia relief -
 
 !! LOADS: nonlinearities aren't supported, fix all DOFs!
-irlf,1 !0: none,1:ir on,-1:printout masses
+irlf,1 ! 0: none,1:ir on,-1:printout masses
 nsel,s,loc,x,1
 
 !@@@ - corriolis effects -
@@ -170,7 +170,7 @@ dcgomg,x,y,z ! rotational acceleration about global coord. sys.
 
 !@@@ - coupling -
 nsel,s,loc,x,1
-cp,next,uy,all !couple dofs
+cp,next,uy,all ! couple dofs
 
 allsel
 /pbc,all,on
@@ -179,40 +179,40 @@ gplot
 !@@@ - magnetics -
 
 !! fmagbc,'Component' ! flag force calculation
-bfa,all,js, ! js current density
+bfa,all,js,  ! js current density
 bflist,all
 dl,all,,asym ! flux parallel to lines
-nsel,s,ext ! select exterior nodes
-dsym,asym ! flux parallel to lines
+nsel,s,ext   ! select exterior nodes
+dsym,asym    ! flux parallel to lines
 /prep7 $ /title,ototo
 
-/prep7 * comment
+/prep7 * comment!
 fini * comment
-otto = 3 * 4
+otto = 3 * 4 ! comment
 
 f $ fi $ fin $ fini $ finis  $ finish $ finisher
 Alu = 1 $ Steel = 3
-n!! variables max. 32 chars long & condensed ($) input lines % %  &
+n ! variables max. 32 chars long & condensed ($) input lines % %  &
 v123456789_123456789_123456789_123= 1 $ Alu=2 $ Steel= 3
 False = 0$True =1 $ Yes = 'no' bla otto bla
 *if,ARG9,eq,AR19,then ! ARG1-9, AR10-19 *use/commandline macro variables
-  AR20 = 20 !AR20 - AR99 local macro variables
+  AR20 = 20 ! AR20 - AR99 local macro variables
 *endif
 
 
 vall,1,2
 _bla = 3		 ! _vars: macro reserved words
-otto =			 !`=' without rhs: variable clean up
+otto =			 ! `=' without rhs: variable clean up
 bla =
 Alpha3 = 4
 
 
 nsel,s,_hans,otto,'_otto'
 !! APDL get/parametricfunctions & old style (deprecated) Ansys comments
-var1=sinh(cos(.3 *5)) !old style Ansys comments!!!!!
-var2 = tan(nx(.3*5)) !not an old style Ansys comment
-var3 = %Yes% $ *if	     !this is not a valid % string substition
-/xml		     ! undocumented command /xml
+var1=sinh(cos(.3 *5)) ! old style Ansys comments!!!!!
+var2 = tan(nx(.3*5))  ! not an old style Ansys comment
+var3 = %Yes% $ *if    ! this is not a valid % string substition
+/xml		      ! undocumented command /xml
 *afun,rad
 /fil $ /filname%bla% 
 !! string, message commands and comment behaviour && %$$% %% :bla: &&&
@@ -243,7 +243,7 @@ alkd %D &
 %E%/%E
 !! commands which do not allow arguments
 /prep7 $ FINISH ! $ is nothing behind?
-/prep7 !nothing behind?
+/prep7 ! nothing behind?
 /prep7 nothing behind allowed
 X2=3
 rectngaaaaa,var1,_X2,var2,X2 ! 2d rectangle
@@ -266,7 +266,7 @@ lfillt,(1:2),(3:4),5
   *cyclon
   *exit
 *enddo
-! goto branching
+!! goto branching
 *go,:branch
 aselsalsdkfjaölsdkfjaölskdjf,all
 :branch
@@ -275,12 +275,12 @@ a $ al $ all $ alls $ allse $ allsel $ allselllllll
 
 nsel,s,loc,x,1
     ,s,loc,x,1
-cp,next,uy,all !couple dofs
+cp,next,uy,all ! couple dofs
 f,1,fx,1
-!flist ! list force nodes
+!! flist ! list force nodes
 alls
 /pbc,all,on
-!gplot
+!! gplot
 /eof
 
 !-----------------------------------------------------------------------
@@ -320,13 +320,13 @@ iadd = arg1
 /TSPE, 15, 1.000,   1,   0,   0
 xx = 1.05
 yy = .9
-!  Change the window settings if you need different 
-!  aspect ratios for your geometry
+!!  Change the window settings if you need different 
+!!  aspect ratios for your geometry
 /win,1,-1,1,.5,1
     ,2,-1,1,0,.5
     ,3,-1,1,-.5,0
     ,4,-1,1,-1,-.5
-!
+!!
 /win,2,off
 /win,3,off
 /win,4,off
@@ -400,21 +400,21 @@ ang1 = 0
   ang1 = ang2
 *enddo
 
-!! alignment
-x=0.4!laskd
+!! alignment C-c C-a
+x=0.4 ! laskd
 y= 33.0	    ! alskdl
-xzv= 9999990.3	    !!
-llk = 0.333333333 !bla
+xzv= 9999990.3	    !
+llk = 0.333333333 ! bla
 al_=  00.40
 aslfoeas = 304
-ka= .4	    !salkd
-i = 4.		    !as
+ka= .4	    ! salkd
+i = 4.		    ! as
 kasd=.3/0.4
 kasd =3./0.4
 xxx =asin(3.0)
 y = cos(i)
 
-block,X1,X2,Y1,Y2,Z1,Z2 !3d hexahedron (wp)
+block,X1,X2,Y1,Y2,Z1,Z2 ! 3d hexahedron (working plane)
 !@ ==============================
 !@ ---  Header ---
 !@ ==============================
@@ -423,10 +423,10 @@ block,X1,X2,Y1,Y2,Z1,Z2 !3d hexahedron (wp)
 !! NOTE: alskd
 !! ------------------------------
 
-! fini
-! /clear
-! y
-/units,mpa !indicate mm-t-s unit system
+!! fini
+!! /clear
+!! y
+/units,mpa ! indicate mm-t-s unit system
 !@ ==============================
 !@ --- Preprocessing ---
 !@ ==============================
@@ -435,9 +435,9 @@ block,X1,X2,Y1,Y2,Z1,Z2 !3d hexahedron (wp)
 Steel = 1
 ID = Steel
 real = Steel
-et,ID,solid186 !3d, 20 node
+et,ID,solid186 ! 3d, 20 nodes
 !@@ -- Material --
-mp,nuxy,Steel,0.3 ! Poisson No
+mp,nuxy,Steel,0.3  ! Poisson No
 mp,ex,Steel,200000 ! Elastic modulus
 !@@ -- Modeling --
 block,0,1,0,1,0,1
@@ -547,9 +547,8 @@ MP,,,,,,,
 Pi=3.14159265359
 
 *do,I,1,10,1
-
 
-*cycle !bypass below commands in *do loop
+*cycle ! bypass below commands in *do loop
 *enddo
 
 psolve			 !