The Forward Translator JobFile

SAMCEF > Files > The Forward Translator JobFile

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The forward translator, PAT3SAM, is driven by a JobFile containing the information and the directives to be used for building the entries in the BACON “banque” data file.

The general structure of that file is given below, explained with reference to an example of a JobFile driving a pre-stressed static analysis. Only basics keywords, items,.. are detailed: contents of the JobFile may vary according to the target Patran and/or Samcef releases.

Each line has a maximum size of 80 columns and the following syntax:

KEYWORD[17] - “ = “ - VALUE[60]

Part 1

The first part of the file contains Job information, including file names etc. The meaning of the Keywords used in the file is defined below:


BACON	Name of the main BACON File
BACON MESH	Name of the secondary BACON File if requested (topology: only .NOE/.MAI/.SEL[user's groups])
SAMCEF RELEASE	Target SAMCEF release
POSTFAC FILE	Name of the optional POSTFAC input file
USERPROC FILE	If a SAM_USERPROC is used (for information only)
MESSAGE	Name of the message file used by the translator
TRANSTOL	Translation Tolerance
MODEPREC, DPREC1,DPREC2	Accuracies
SUPER*	Flags for superelements. Obsolete
STRESS SMOOTHING	Error Estimation computation Obsolete
JOBNAME	Jobname
ANALYSIS TITLE	Analysis Title

Example:

ANALYSIS TYPE     = ! LINEAR STATIC (ASEF)

SAMCEF RELEASE    =  9

BACON             = 1lineic.dat

POSTFAC FILE      = 1lineic.pos

USERPROC FILE     = 1lineic.proc

MESSAGE           = 1lineic.msg

TRANSTOL          = 1.E-8

MODEPREC          = 0.005

DPREC1            = 0.005

DPREC2            = 0.005

SUPERELEMENT CRE  = OFF

SUPERELEMENT ASS  = OFF

SUPERELEMENT RES  = OFF

STRESS SMOOTHING  = OFF

JOBNAME           = 1lineic

ANALYSIS TITLE    = ! SAMCEF job created on 25-Mar-02 at 09:13:38

This part ends when a keyword starting the second part appears (i.e., “$Start”).

Part 2

In this second part there are some directives used to build the BACON “banque” data files. This part ends when the end-of-file is reached. Two types of keyword are recognized:

1. The KEYWORD contains a “$” sign: it contains a directive and an appropriate action to be executed (see below).

1. The KEYWORD doesn't contain any “$” sign: it is a BACON command (or comment) generated by the PCL program. One has only to copy the VALUE in the BACON File.

Note that in this part, the first word found in the keyword is always the current BACON label. The directive is to be extracted, starting at the “$” sign.*


Directive	Value	Action
$Start	BACON Label	Starts a BACON entry.
$Topology	<none>	Asks for the generation of the topology (.NOE/.MAI/.SEL). Used to produce a single data file (appears only if BACON MESH is not previously given).
$PFStart	<none>	Starts a POSTFAC entry: all the following lines are to be written on a separate file (name given by the keyword POSTFAC FILE in the general section). Note that the lines starting with “!” must be ignored.
$PFEnd	<none>	Ends a POSTFAC section: the writing returns on the BACON File.
$Materials	<none>	Generate the BACON commands describing the materials.
$EltsProps	<none>	Generate the BACON commands describing the element properties.
$LoadCase	LC ID	Generate the BACON commands describing the loads and the boundary conditions corresponding to the given LoadCase.
$LdCsDy	LC ID	Same as $LoadCase but for a modal analysis.
$LoadCaseP	LC ID	Same as $LoadCase but for a pre-stress analysis.

JobFile Example

An example Jobfile is as follows:

$$ Jobfile for SAMCEF created 25-Mar-02 at 09:14:02

$$ SAMCEF PREFERENCE RELEASE = Fri 22 Mar 2002

$$ DATABASE = /hosts/cauchy/cauchy2/demoulin/Patran/Pref/P2002r1/./1lineic.db

ANALYSIS TYPE = ! LINEAR STATIC (ASEF)

SAMCEF RELEASE = 9

BACON = 1lineic.dat

POSTFAC FILE = 1lineic.pos

USERPROC FILE = 1lineic.proc

MESSAGE = 1lineic.msg

TRANSTOL = 1.E-8

MODEPREC = 0.005

DPREC1 = 0.005

DPREC2 = 0.005

SUPERELEMENT CRE  = OFF

SUPERELEMENT ASS  = OFF

SUPERELEMENT RES  = OFF

STRESS SMOOTHING  = OFF

JOBNAME           = 1lineic

ANALYSIS TITLE    = ! SAMCEF job created on 25-Mar-02 at 09:13:38

ASEF $Start       = ASEF

ASEF CMMNT1       = ! 

ASEF CMMNT2       = ! LINEAR STATIC (ASEF)

ASEF CMMNT3       = ! 

ASEF MODE         = MODE I 0 LECT 132 M 1 ECHO 1

ASEF CMMNT4       = !---------------------------------------

ASEF CMMNT5       = ! Topology

ASEF CMMNT6       = !---------------------------------------

ASEF $Topology    = !

ASEF CMMNT7       = !---------------------------------------

ASEF CMMNT8       = ! Materials

ASEF CMMNT9       = !---------------------------------------

ASEF $Materials   = !

ASEF CMMNT10      = !---------------------------------------

ASEF CMMNT11      = ! EltsProps

ASEF CMMNT12      = !---------------------------------------

ASEF $EltsProps   = !

ASEF CMMNT13      = !---------------------------------------

ASEF CMMNT14      = ! Miscellaneous

ASEF CMMNT15      = !---------------------------------------

ASEF SAM NOPS     = .SAM NOP1 -2 NOP2 0 NOP3 0 NOP4 0 NOP5 -1 NOP6 -1

ASEF SAM FLAGS    = .SAM DEGRE 1 MF 1 

ASEF OPT          = .OPT METHODE 3

ASEF TITLE        = TITRE "SAMCEF job created on 25-Mar-02 at 09:13:38"

ASEF CMMNT16      = !---------------------------------------

ASEF CMMNT17      = ! Result Options

ASEF CMMNT18      = !---------------------------------------

ASEF CMMNT19      = !---------------------------------------

ASEF CMMNT20      = ! Loads/BCs

ASEF CMMNT21      = !---------------------------------------

ASEF CMMNT22      = ! LoadCase : Default

ASEF $LoadCase 1  = 1

ASEF CMMNT23      = !---------------------------------------

ASEF END          = RETURN

BANQUE File Example

The BANQUE file generated for the example follows:

.INIT &

! JOBNAME IS '1lineic'

! SAMCEF job created on 25-Mar-02 at 09:13:38

! LINEAR STATIC (ASEF)

! ------------------------------------------------------------------------------

.ASEF &

! LINEAR STATIC (ASEF)

MODE I 0 LECT 132 M 1 ECHO 1

!---------------------------------------

! Topology

!---------------------------------------

.NOE

     I 1 X 0 Y 0 Z -0.25

     I 2 X 0.333333 Y 0 Z -0.25

     I 3 X 0.666667 Y 0 Z -0.25

     I 4 X 1 Y 0 Z -0.25

     I 5 X 0 Y 0.333333 Z -0.25

     I 6 X 0.333333 Y 0.333333 Z -0.25

     I 7 X 0.666667 Y 0.333333 Z -0.25

     I 8 X 1 Y 0.333333 Z -0.25

     I 9 X 0 Y 0.666667 Z -0.25

     I 10 X 0.333333 Y 0.666667 Z -0.25

     I 11 X 0.666667 Y 0.666667 Z -0.25

     I 12 X 1 Y 0.666667 Z -0.25

     I 13 X 0 Y 1 Z -0.25

     I 14 X 0.333333 Y 1 Z -0.25

     I 15 X 0.666667 Y 1 Z -0.25

     I 16 X 1 Y 1 Z -0.25

     I 17 X 0 Y 0 Z -0.0833333

     I 18 X 0.333333 Y 0 Z -0.0833333

     I 19 X 0.666667 Y 0 Z -0.0833333

     I 20 X 1 Y 0 Z -0.0833333

     I 21 X 0 Y 0.333333 Z -0.0833333

     I 22 X 0.333333 Y 0.333333 Z -0.0833333

     I 23 X 0.666667 Y 0.333333 Z -0.0833333

     I 24 X 1 Y 0.333333 Z -0.0833333

     I 25 X 0 Y 0.666667 Z -0.0833333

     I 26 X 0.333333 Y 0.666667 Z -0.0833333

     I 27 X 0.666667 Y 0.666667 Z -0.0833333

     I 28 X 1 Y 0.666667 Z -0.0833333

     I 29 X 0 Y 1 Z -0.0833333

     I 30 X 0.333333 Y 1 Z -0.0833333

     I 31 X 0.666667 Y 1 Z -0.0833333

     I 32 X 1 Y 1 Z -0.0833333

     I 33 X 0 Y 0 Z 0.0833333

     I 34 X 0.333333 Y 0 Z 0.0833333

     I 35 X 0.666667 Y 0 Z 0.0833333

     I 36 X 1 Y 0 Z 0.0833333

     I 37 X 0 Y 0.333333 Z 0.0833333

     I 38 X 0.333333 Y 0.333333 Z 0.0833333

     I 39 X 0.666667 Y 0.333333 Z 0.0833333

     I 40 X 1 Y 0.333333 Z 0.0833333

     I 41 X 0 Y 0.666667 Z 0.0833333

     I 42 X 0.333333 Y 0.666667 Z 0.0833333

     I 43 X 0.666667 Y 0.666667 Z 0.0833333

     I 44 X 1 Y 0.666667 Z 0.0833333

     I 45 X 0 Y 1 Z 0.0833333

     I 46 X 0.333333 Y 1 Z 0.0833333

     I 47 X 0.666667 Y 1 Z 0.0833333

     I 48 X 1 Y 1 Z 0.0833333

     I 49 X 0 Y 0 Z 0.25

     I 50 X 0.333333 Y 0 Z 0.25

     I 51 X 0.666667 Y 0 Z 0.25

     I 52 X 1 Y 0 Z 0.25

     I 53 X 0 Y 0.333333 Z 0.25

     I 54 X 0.333333 Y 0.333333 Z 0.25

     I 55 X 0.666667 Y 0.333333 Z 0.25

     I 56 X 1 Y 0.333333 Z 0.25

     I 57 X 0 Y 0.666667 Z 0.25

     I 58 X 0.333333 Y 0.666667 Z 0.25

     I 59 X 0.666667 Y 0.666667 Z 0.25

     I 60 X 1 Y 0.666667 Z 0.25

     I 61 X 0 Y 1 Z 0.25

     I 62 X 0.333333 Y 1 Z 0.25

     I 63 X 0.666667 Y 1 Z 0.25

     I 64 X 1 Y 1 Z 0.25

     I 65 X 1.01 Y 0 Z 0

     I 66 X 1.01 Y 0.166667 Z 0

     I 67 X 1.01 Y 0.333333 Z 0

     I 68 X 1.01 Y 0.5 Z 0

     I 69 X 1.01 Y 0.666667 Z 0

     I 70 X 1.01 Y 0.833333 Z 0

     I 71 X 1.01 Y 1 Z 0

     I 72 X 1.175 Y 0 Z 0

     I 73 X 1.175 Y 0.166667 Z 0

     I 74 X 1.175 Y 0.333333 Z 0

     I 75 X 1.175 Y 0.5 Z 0

     I 76 X 1.175 Y 0.666667 Z 0

     I 77 X 1.175 Y 0.833333 Z 0

     I 78 X 1.175 Y 1 Z 0

     I 79 X 1.34 Y 0 Z 0

     I 80 X 1.34 Y 0.166667 Z 0

     I 81 X 1.34 Y 0.333333 Z 0

     I 82 X 1.34 Y 0.5 Z 0

     I 83 X 1.34 Y 0.666667 Z 0

     I 84 X 1.34 Y 0.833333 Z 0

     I 85 X 1.34 Y 1 Z 0

     I 86 X 1.505 Y 0 Z 0

     I 87 X 1.505 Y 0.166667 Z 0

     I 88 X 1.505 Y 0.333333 Z 0

     I 89 X 1.505 Y 0.5 Z 0

     I 90 X 1.505 Y 0.666667 Z 0

     I 91 X 1.505 Y 0.833333 Z 0

     I 92 X 1.505 Y 1 Z 0

     I 93 X 1.67 Y 0 Z 0

     I 94 X 1.67 Y 0.166667 Z 0

     I 95 X 1.67 Y 0.333333 Z 0

     I 96 X 1.67 Y 0.5 Z 0

     I 97 X 1.67 Y 0.666667 Z 0

     I 98 X 1.67 Y 0.833333 Z 0

     I 99 X 1.67 Y 1 Z 0

     I 100 X 1.835 Y 0 Z 0

     I 101 X 1.835 Y 0.166667 Z 0

     I 102 X 1.835 Y 0.333333 Z 0

     I 103 X 1.835 Y 0.5 Z 0

     I 104 X 1.835 Y 0.666667 Z 0

     I 105 X 1.835 Y 0.833333 Z 0

     I 106 X 1.835 Y 1 Z 0

     I 107 X 2 Y 0 Z 0

     I 108 X 2 Y 0.166667 Z 0

     I 109 X 2 Y 0.333333 Z 0

     I 110 X 2 Y 0.5 Z 0

     I 111 X 2 Y 0.666667 Z 0

     I 112 X 2 Y 0.833333 Z 0

     I 113 X 2 Y 1 Z 0

     I 114 X 2.01 Y 0 Z 0

     I 115 X 2.01 Y 0.2 Z 0

     I 116 X 2.01 Y 0.4 Z 0

     I 117 X 2.01 Y 0.6 Z 0

     I 118 X 2.01 Y 0.8 Z 0

     I 119 X 2.01 Y 1 Z 0

     I 120 X 2.208 Y 0 Z 0

     I 121 X 2.208 Y 0.2 Z 0

     I 122 X 2.208 Y 0.4 Z 0

     I 123 X 2.208 Y 0.6 Z 0

     I 124 X 2.208 Y 0.8 Z 0

     I 125 X 2.208 Y 1 Z 0

     I 126 X 2.406 Y 0 Z 0

     I 127 X 2.406 Y 0.2 Z 0

     I 128 X 2.406 Y 0.4 Z 0

     I 129 X 2.406 Y 0.6 Z 0

     I 130 X 2.406 Y 0.8 Z 0

     I 131 X 2.406 Y 1 Z 0

     I 132 X 2.604 Y 0 Z 0

     I 133 X 2.604 Y 0.2 Z 0

     I 134 X 2.604 Y 0.4 Z 0

     I 135 X 2.604 Y 0.6 Z 0

     I 136 X 2.604 Y 0.8 Z 0

     I 137 X 2.604 Y 1 Z 0

     I 138 X 2.802 Y 0 Z 0

     I 139 X 2.802 Y 0.2 Z 0

     I 140 X 2.802 Y 0.4 Z 0

     I 141 X 2.802 Y 0.6 Z 0

     I 142 X 2.802 Y 0.8 Z 0

     I 143 X 2.802 Y 1 Z 0

     I 144 X 3 Y 0 Z 0

     I 145 X 3 Y 0.2 Z 0

     I 146 X 3 Y 0.4 Z 0

     I 147 X 3 Y 0.6 Z 0

     I 148 X 3 Y 0.8 Z 0

     I 149 X 3 Y 1 Z 0

.MAI

     I 1 N 1 2 6 5 0 17 18 22 21

     I 2 N 2 3 7 6 0 18 19 23 22

     I 3 N 3 4 8 7 0 19 20 24 23

     I 4 N 5 6 10 9 0 21 22 26 25

     I 5 N 6 7 11 10 0 22 23 27 26

     I 6 N 7 8 12 11 0 23 24 28 27

     I 7 N 9 10 14 13 0 25 26 30 29

     I 8 N 10 11 15 14 0 26 27 31 30

     I 9 N 11 12 16 15 0 27 28 32 31

     I 10 N 17 18 22 21 0 33 34 38 37

     I 11 N 18 19 23 22 0 34 35 39 38

     I 12 N 19 20 24 23 0 35 36 40 39

     I 13 N 21 22 26 25 0 37 38 42 41

     I 14 N 22 23 27 26 0 38 39 43 42

     I 15 N 23 24 28 27 0 39 40 44 43

     I 16 N 25 26 30 29 0 41 42 46 45

     I 17 N 26 27 31 30 0 42 43 47 46

     I 18 N 27 28 32 31 0 43 44 48 47

     I 19 N 33 34 38 37 0 49 50 54 53

     I 20 N 34 35 39 38 0 50 51 55 54

     I 21 N 35 36 40 39 0 51 52 56 55

     I 22 N 37 38 42 41 0 53 54 58 57

     I 23 N 38 39 43 42 0 54 55 59 58

     I 24 N 39 40 44 43 0 55 56 60 59

     I 25 N 41 42 46 45 0 57 58 62 61

     I 26 N 42 43 47 46 0 58 59 63 62

     I 27 N 43 44 48 47 0 59 60 64 63

     I 28 N 65 66 73 72

     I 29 N 66 67 74 73

     I 30 N 67 68 75 74

     I 31 N 68 69 76 75

     I 32 N 69 70 77 76

     I 33 N 70 71 78 77

     I 34 N 72 73 80 79

     I 35 N 73 74 81 80

     I 36 N 74 75 82 81

     I 37 N 75 76 83 82

     I 38 N 76 77 84 83

     I 39 N 77 78 85 84

     I 40 N 79 80 87 86

     I 41 N 80 81 88 87

     I 42 N 81 82 89 88

     I 43 N 82 83 90 89

     I 44 N 83 84 91 90

     I 45 N 84 85 92 91

     I 46 N 86 87 94 93

     I 47 N 87 88 95 94

     I 48 N 88 89 96 95

     I 49 N 89 90 97 96

     I 50 N 90 91 98 97

     I 51 N 91 92 99 98

     I 52 N 93 94 101 100

     I 53 N 94 95 102 101

     I 54 N 95 96 103 102

     I 55 N 96 97 104 103

     I 56 N 97 98 105 104

     I 57 N 98 99 106 105

     I 58 N 100 101 108 107

     I 59 N 101 102 109 108

     I 60 N 102 103 110 109

     I 61 N 103 104 111 110

     I 62 N 104 105 112 111

     I 63 N 105 106 113 112

     I 64 N 114 115 121 120

     I 65 N 115 116 122 121

     I 66 N 116 117 123 122

     I 67 N 117 118 124 123

     I 68 N 118 119 125 124

     I 69 N 120 121 127 126

     I 70 N 121 122 128 127

     I 71 N 122 123 129 128

     I 72 N 123 124 130 129

     I 73 N 124 125 131 130

     I 74 N 126 127 133 132

     I 75 N 127 128 134 133

     I 76 N 128 129 135 134

     I 77 N 129 130 136 135

     I 78 N 130 131 137 136

     I 79 N 132 133 139 138

     I 80 N 133 134 140 139

     I 81 N 134 135 141 140

     I 82 N 135 136 142 141

     I 83 N 136 137 143 142

     I 84 N 138 139 145 144

     I 85 N 139 140 146 145

     I 86 N 140 141 147 146

     I 87 N 141 142 148 147

     I 88 N 142 143 149 148

     I 89 N 52 56

     I 90 N 56 60

     I 91 N 60 64

     I 92 N 61 62

     I 93 N 62 63

     I 94 N 63 64

     I 95 N 49 53

     I 96 N 53 57

     I 97 N 57 61

     I 98 N 49 50

     I 99 N 50 51

     I 100 N 51 52

     I 101 N 71 78

     I 102 N 78 85

     I 103 N 85 92

     I 104 N 92 99

     I 105 N 99 106

     I 106 N 106 113

     I 107 N 119 125

     I 108 N 125 131

     I 109 N 131 137

     I 110 N 137 143

     I 111 N 143 149

     I 112 N 144 145

     I 113 N 145 146

     I 114 N 146 147

     I 115 N 147 148

     I 116 N 148 149

     I 117 N 114 120

     I 118 N 120 126

     I 119 N 126 132

     I 120 N 132 138

     I 121 N 138 144

     I 122 N 65 72

     I 123 N 72 79

     I 124 N 79 86

     I 125 N 86 93

     I 126 N 93 100

     I 127 N 100 107

!---------------------------------------

! Materials

!---------------------------------------

.MAT I 1

     BEHA "Elastic"

     YT 210000

     NT 0.3

     M 7800

     A 1e-06

!---------------------------------------

! EltsProps

!---------------------------------------

.SEL GROUP 1 MAILLES

     I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 	25 26 $

     GROUP 2 MAILLES

     I 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 $

       51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 $

       74 75 76 77 78 79 80 81 82 83 84 85 86 87 88

     GROUP 3 MAILLES

     I 89 90 91 92 93 94 95 96 97 98 99 100

     GROUP 4 MAILLES

     I 101 102 103 104 105 106 122 123 124 125 126 127

     GROUP 5 MAILLES

     I 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121

.BEAM

     GROUP 3 DIRECTION 0 0 1

     GROUP 4 DIRECTION 0 0 1

     GROUP 5 DIRECTION 0 0 1

.HYP VOLUME GROUP 1

.HYP MINDLIN GROUP 2

.HYP MINDLIN GROUP 3

.HYP MINDLIN GROUP 4

.HYP MINDLIN GROUP 5

.AEL

     GROUP 1 MAT 1

     GROUP 2 MAT 1

     GROUP 3 MAT 1

     GROUP 4 MAT 1

     GROUP 5 MAT 1

.UNITE SI

.PHP GROUP 2 THICK VAL  0.1

.BPR NOM "pbeam_1" UNITE 1.

TYPE "CIRCLE0" R1 10 R2 9

.AEL GROUP 3 PROF "pbeam_1"

.BPR NOM "pb1_1" UNITE 1.

TYPE "CIRCLE0" R1 10 R2 9

.AEL GROUP 4 PROF "pb1_1"

.BPR NOM "pb2_1" UNITE 1.

TYPE "CIRCLE0" R1 10 R2 9

.AEL GROUP 5 PROF "pb2_1"

!---------------------------------------

! Miscellaneous

!---------------------------------------

.SAM NOP1 -2 NOP2 0 NOP3 0 NOP4 0 NOP5 -1 NOP6 -1

.SAM DEGRE 1 MF 1

.OPT METHODE 3

TITRE "SAMCEF job created on 25-Mar-02 at 09:13:38"

!---------------------------------------

! Result Options

!---------------------------------------

!---------------------------------------

! Loads/BCs

!---------------------------------------

! LoadCase : Default

.CLM

      FIX NOEUD I   1 C 1 2 3

      FIX NOEUD I   5 C 1 2 3

      FIX NOEUD I   9 C 1 2 3

      FIX NOEUD I  13 C 1 2 3

      FIX NOEUD I  17 C 1 2 3

      FIX NOEUD I  21 C 1 2 3

      FIX NOEUD I  25 C 1 2 3

      FIX NOEUD I  29 C 1 2 3

      FIX NOEUD I  33 C 1 2 3

      FIX NOEUD I  37 C 1 2 3

      FIX NOEUD I  41 C 1 2 3

      FIX NOEUD I  45 C 1 2 3

      FIX NOEUD I  49 C 1 2 3

      FIX NOEUD I  53 C 1 2 3

      FIX NOEUD I  57 C 1 2 3

      FIX NOEUD I  61 C 1 2 3

.CLM CHARGE NOEUD

     I 144 COMP 3 V 100 NC 1

     I 149 COMP 3 V -100 NC 1

!-----------------------------

! Load/BC : shell_shell

! Shell->Shell Glue

!-----------------------------

.SEL GROUP 6 NOEUDS

     I 107 108 109 110 111 112 113

.SEL GROUP 7 FACES

     MAILLE 64 FACE 1

     MAILLE 65 FACE 1

     MAILLE 66 FACE 1

     MAILLE 67 FACE 1

     MAILLE 68 FACE 1

.APS

 GROUPE 6 7 ROTATION 1

!-----------------------------

! Load/BC : shell_Vol

! Shell->Volume Glue

!-----------------------------

.SEL GROUP 8 NOEUDS

     I 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64

.SEL GROUP 9 FACES

     MAILLE 28 FACE 1

     MAILLE 29 FACE 1

     MAILLE 30 FACE 1

     MAILLE 31 FACE 1

     MAILLE 32 FACE 1

     MAILLE 33 FACE 1

.APS

 GROUPE 8 9

!------------------------------------------

! Load/BC : Density of Force on 1D Elements

!------------------------------------------

.CLM

     I 101 PRZ 2 NC 1

     I 101 PRY 1 NC 1

     I 101 LFX 1 NC 1

     I 101 LFY 2 NC 1

     I 101 LFZ 3 NC 1

     I 102 LFX 1 NC 1

     I 102 LFY 2 NC 1

     I 102 LFZ 3 NC 1

     I 102 PRZ 2 NC 1

     I 102 PRY 1 NC 1

     I 103 PRZ 2 NC 1

     I 103 PRY 1 NC 1

     I 103 LFX 1 NC 1

     I 103 LFY 2 NC 1

     I 103 LFZ 3 NC 1

     I 104 LFX 1 NC 1

     I 104 LFY 2 NC 1

     I 104 LFZ 3 NC 1

     I 104 PRZ 2 NC 1

     I 104 PRY 1 NC 1

     I 105 PRY 1 NC 1

     I 105 LFX 1 NC 1

     I 105 LFY 2 NC 1

     I 105 LFZ 3 NC 1

     I 105 PRZ 2 NC 1

     I 106 LFX 1 NC 1

     I 106 LFY 2 NC 1

     I 106 LFZ 3 NC 1

     I 106 PRZ 2 NC 1

     I 106 PRY 1 NC 1

     I 122 PRY 1 NC 1

     I 122 LFX 1 NC 1

     I 122 LFY 2 NC 1

     I 122 LFZ 3 NC 1

     I 122 PRZ 2 NC 1

     I 123 PRZ 2 NC 1

     I 123 PRY 1 NC 1

     I 123 LFX 1 NC 1

     I 123 LFY 2 NC 1

     I 123 LFZ 3 NC 1

     I 124 LFX 1 NC 1

     I 124 LFY 2 NC 1

     I 124 LFZ 3 NC 1

     I 124 PRY 1 NC 1

     I 124 PRZ 2 NC 1

     I 125 PRZ 2 NC 1

     I 125 LFX 1 NC 1

     I 125 LFY 2 NC 1

     I 125 LFZ 3 NC 1

     I 125 PRY 1 NC 1

     I 126 LFX 1 NC 1

     I 126 LFY 2 NC 1

     I 126 LFZ 3 NC 1

     I 126 PRY 1 NC 1

     I 126 PRZ 2 NC 1

     I 127 PRZ 2 NC 1

     I 127 PRY 1 NC 1

     I 127 LFX 1 NC 1

     I 127 LFY 2 NC 1

     I 127 LFZ 3 NC 1

!------------------------------------------

! Load/BC : Density of Force on 2D Elements

!------------------------------------------

.CLM

     I 28 SFX 100 NC 1

     I 28 SFY 200 NC 1

     I 28 SFZ 300 NC 1

     I 29 SFX 100 NC 1

     I 29 SFY 200 NC 1

     I 29 SFZ 300 NC 1

     I 30 SFX 100 NC 1

     I 30 SFY 200 NC 1

     I 30 SFZ 300 NC 1

     I 31 SFX 100 NC 1

     I 31 SFY 200 NC 1

     I 31 SFZ 300 NC 1

     I 32 SFX 100 NC 1

     I 32 SFY 200 NC 1

     I 32 SFZ 300 NC 1

     I 33 SFX 100 NC 1

     I 33 SFY 200 NC 1

     I 33 SFZ 300 NC 1

     I 34 SFX 100 NC 1

     I 34 SFY 200 NC 1

     I 34 SFZ 300 NC 1

     I 35 SFX 100 NC 1

     I 35 SFY 200 NC 1

     I 35 SFZ 300 NC 1

     I 36 SFX 100 NC 1

     I 36 SFY 200 NC 1

     I 36 SFZ 300 NC 1

     I 37 SFX 100 NC 1

     I 37 SFY 200 NC 1

     I 37 SFZ 300 NC 1

     I 38 SFX 100 NC 1

     I 38 SFY 200 NC 1

     I 38 SFZ 300 NC 1

     I 39 SFX 100 NC 1

     I 39 SFY 200 NC 1

     I 39 SFZ 300 NC 1

     I 40 SFX 100 NC 1

     I 40 SFY 200 NC 1

     I 40 SFZ 300 NC 1

     I 41 SFX 100 NC 1

     I 41 SFY 200 NC 1

     I 41 SFZ 300 NC 1

     I 42 SFX 100 NC 1

     I 42 SFY 200 NC 1

     I 42 SFZ 300 NC 1

     I 43 SFX 100 NC 1

     I 43 SFY 200 NC 1

     I 43 SFZ 300 NC 1

     I 44 SFX 100 NC 1

     I 44 SFY 200 NC 1

     I 44 SFZ 300 NC 1

     I 45 SFX 100 NC 1

     I 45 SFY 200 NC 1

     I 45 SFZ 300 NC 1

     I 46 SFX 100 NC 1

     I 46 SFY 200 NC 1

     I 46 SFZ 300 NC 1

     I 47 SFX 100 NC 1

     I 47 SFY 200 NC 1

     I 47 SFZ 300 NC 1

     I 48 SFX 100 NC 1

     I 48 SFY 200 NC 1

     I 48 SFZ 300 NC 1

     I 49 SFX 100 NC 1

     I 49 SFY 200 NC 1

     I 49 SFZ 300 NC 1

     I 50 SFX 100 NC 1

     I 50 SFY 200 NC 1

     I 50 SFZ 300 NC 1

     I 51 SFX 100 NC 1

     I 51 SFY 200 NC 1

     I 51 SFZ 300 NC 1

     I 52 SFX 100 NC 1

     I 52 SFY 200 NC 1

     I 52 SFZ 300 NC 1

     I 53 SFX 100 NC 1

     I 53 SFY 200 NC 1

     I 53 SFZ 300 NC 1

     I 54 SFX 100 NC 1

     I 54 SFY 200 NC 1

     I 54 SFZ 300 NC 1

     I 55 SFX 100 NC 1

     I 55 SFY 200 NC 1

     I 55 SFZ 300 NC 1

     I 56 SFX 100 NC 1

     I 56 SFY 200 NC 1

     I 56 SFZ 300 NC 1

     I 57 SFX 100 NC 1

     I 57 SFY 200 NC 1

     I 57 SFZ 300 NC 1

     I 58 SFX 100 NC 1

     I 58 SFY 200 NC 1

     I 58 SFZ 300 NC 1

     I 59 SFX 100 NC 1

     I 59 SFY 200 NC 1

     I 59 SFZ 300 NC 1

     I 60 SFX 100 NC 1

     I 60 SFY 200 NC 1

     I 60 SFZ 300 NC 1

     I 61 SFX 100 NC 1

     I 61 SFY 200 NC 1

     I 61 SFZ 300 NC 1

     I 62 SFX 100 NC 1

     I 62 SFY 200 NC 1

     I 62 SFZ 300 NC 1

     I 63 SFX 100 NC 1

     I 63 SFY 200 NC 1

     I 63 SFZ 300 NC 1

!------------------------------------------------

! Load/BC : Density of Force on 3D Elements Faces

!------------------------------------------------

.CLM

     FACE I 19 6 SFX 300 NC 1

     FACE I 19 6 SFY 200 NC 1

     FACE I 19 6 SFZ 100 NC 1

     FACE I 20 6 SFX 300 NC 1

     FACE I 20 6 SFY 200 NC 1

     FACE I 20 6 SFZ 100 NC 1

     FACE I 21 6 SFX 300 NC 1

     FACE I 21 6 SFY 200 NC 1

     FACE I 21 6 SFZ 100 NC 1

     FACE I 22 6 SFX 300 NC 1

     FACE I 22 6 SFY 200 NC 1

     FACE I 22 6 SFZ 100 NC 1

     FACE I 23 6 SFX 300 NC 1

     FACE I 23 6 SFY 200 NC 1

     FACE I 23 6 SFZ 100 NC 1

     FACE I 24 6 SFX 300 NC 1

     FACE I 24 6 SFY 200 NC 1

     FACE I 24 6 SFZ 100 NC 1

     FACE I 25 6 SFX 300 NC 1

     FACE I 25 6 SFY 200 NC 1

     FACE I 25 6 SFZ 100 NC 1

     FACE I 26 6 SFX 300 NC 1

     FACE I 26 6 SFY 200 NC 1

     FACE I 26 6 SFZ 100 NC 1

     FACE I 27 6 SFX 300 NC 1

     FACE I 27 6 SFY 200 NC 1

     FACE I 27 6 SFZ 100 NC 1

!---------------------------------------

RETURN

Major supported BACON Commands

The following table lists the major supported BACON commands and summarizes their use in the SAMCEF preference (The following table is not an exhaustive list of all the BACON commands which can be generated by the Samcef Preference).


COMMAND	FORM(S)	Explanation
.AEL	Element Props.	Element attributes
.APP	Load/BCs Append	Meshes merging
.APS	Load/BCs MindlinGlue	Shells-shells or shells-volumes junctions
.AXE	Finite Element MPC Cyclic Symmetry	Symmetry axis definition
.AXL	Geometry Coord	Local displacement coordinates systems
.BEAM	Finite Element (beams)	Beam topologies
.BPR	Element Props. (beams)	Beam profiles
.CLM	Load/BCs Pressure, Force....	All mechanical LBCs: fixations, nodal forces, pressure,...
.CLT	Load/BCs Temperature	Thermal LBCs (Temperature and Temperature Gradient)
.CPS	Load/BCs Node-Surf Contact	Contacts
EXIT
.FCT	Fields Material Property Time Dependent	Functions
.FIA	Analysis Option for Chaining (Linear Static) Crack Control	Crack definitions (only for static analyses)
.FIN		Generation of files for the Samcef computation module
.FRAME	Materials	Material Coordinate Systems
.GEL	Analysis Solution Parameters	Old options
.HYP	Element Props.	Element hypotheses
.JER	Load/BCs Contact (Relative)	Relative Contacts
.JEU	Load/BCs Contact (Absolute)	Absolute Contacts
.LIA	Finite Element MPC Rigid Bar LIA	Connection between degrees of freedom
.MAI	Finite Element Mesh Element	Element topologies
.MASS	Element	Concentrated masses
.MAT	Materials
.MCC	Element Props.	Element Properties
.MCE	Finite Element Mesh Element	Element topology
.MCT	Load/BCs Node-Surf Contact	Contacts (Large Displacements)
MODE	Analysis Solution Parameters	Global parameters for driving the preprocessor
.NOE	Finite element Mesh Node	Node Coordinates
.OPT	Analysis Solution parameters	Solution Global Parameters
.PHP	Element Props.	Thicknesses for shells
.RBE	Element MPC	Rigid bodies
.RET	Load/BCs Displ. Retained (Samcef)	Retained dofs (obsolete)
RETURN
.SAI	Analysis Output Request	Result codes selection
.SAM	Analysis Solution Parameters	General Parameters for the computation module
.SEL	Group	Group definitions
.STICK	Load/BCs Node-Surf Contact	Gluing nodes to volume faces or to shell elements
.SYC	Finite Element MPC Cyclic symmetry	Nodes at boundaries
TITRE	Analysis	Main Title
.UNIT		Unit system definition (for beams profiles only)
.ZYG	Load/BCs Cyclic Symmetry	Cyclic Symmetry conditions