3. List of utilities

3.1. CARA_ELEM

RECUDE

retrieving the external diameter of a tubular structure from data provided by a cara_elem concept

Table 3.1-1

3.2. CHAMP

Table 3.2-1

3.3. CHARGE

Table 3.3-1

3.4. COMPOR

EXICP	Send back. TRUE .if at least one mesh from a mesh or from a list of cells given as input is associated with a finite element modelled using plane constraints
LCDEVI	calculate the deviator of a tensor of order 3
LCDIMA	calculate the difference between 2 full square matrices
LCDIVE	calculate the difference of 2 real estate vectors
LCEQVE	copy of a real vector
LCEQVN	copy of a real vector
LCHYDR	calculate the spherical part of a tensor
LCINMA	initializing a square matrix
LCINVE	initializing a real vector
LCIV2E	calculation of the second invariant of a deformation tensor
LCIV2S	calculating the second invariant of a stress tensor
LCNRTE	norm of the second invariant of a deformation tensor
LCNRTS	norm of the second invariant of a stress tensor
LCOPIL	flexibility operator for linear elastic behavior
LCOPLI	stiffness operator for linear elastic behavior
LCPRMM	product of 2 square matrices
LCPRMV	product square matrix * vector
LCPRSC	dot product of 2 vectors
LCPRSM	multiply a square matrix by a scalar
LCPRSV	multiply a vector by a scalar
LCPRTE	tensor product of 2 vectors
LCQEQV	test the equality of 2 vectors
LCSOMA	calculate the sum of 2 square matrices
LCSOVE	calculate the sum of 2 vectors
MATINV	invert matrices with dimensions less than or equal to 3
NMDORC	Treatment of the keyword factor COMPORTEMENT

Table 3.4-1

3.5. DEBUG and ERREUR

Table 3.5-1

3.6. DIVERS

JJMMAA	writing the name of the author and the date of creation of this file
UTTCPU	measure the time CPU (user and system) consumed between 2 instructions [D6.01.03]

Table 3.6-1

3.7. ELT_COQUE

CQ3D2D	calculating the 2D coordinates of a triangle or a quadrangle from its 3D coordinatespass in the coordinate plane of the triangle or quadrangle with teta=angle between the X axis and the dimension A1A2
DKQBF	Bau point qsi matrix back to element DKQ
DKTBF	Bau point qsi matrix back to element DKT
DSQBFA	matrix BFAau qsi point and for element DSQ
DSQBFB	matrix BFBau qsi point and for element DSQ
DSQCIS	matrices BCBet BCAau qsi point and for element DSQ
DSQDIS	ANdu shear matrix for element DSQ
DSTBFA	matrix BFAau qsi point and for element DST
DSTBFB	matrix BFBau qsi point and for element DST
DSTCIS	BCAet ANdu shear matrices for element DST
DXBSIG	calculation of the internal forces B* SIGMAaux nodes of the element due to the stress field SIGMAdéfini at the integration points for the elements: DST, DKT, DSQ,, DKQ and Q4G
DXEFGT	widespread thermal efforts at integration points for elements COQUEet DST, DKT, DSQ, DKQet Q4G
DXEFRO	transition of generalized forces or deformations from the intrinsic coordinate system of the element to the local coordinate system of COQUE
DXMATE	calculation of flexural stiffness, membrane, membrane flexural coupling and shear matrices for an isotropic or multilayer material
DXMATH	calculation of flexural stiffness, membrane, membrane flexural coupling and shear matrices for an isotropic or multilayer material
DXQBM	matrix BMmembrane at the qsi point and for elements DKQet DSQ
DXQPGL	construction of the global —> local passage matrix for a DKQou DSQ triangle mesh
DXREPE	calculation of the matrices T1 VEet T2 VEde transition of a matrix from the manifold coordinate system to the element coordinate system and T2 VEinverse of T2 EVpour all post-processing options COQUE
DXROEP	Material density recovery and plate thickness
DXSIRO	transition of stresses or deformations from the intrinsic coordinate system of the element to the local coordinate system of COQUE
DXTBM	BMen membrane matrix for the elements DKTet DST
DXTPGL	construction of the global —> local passage matrix for a DKTou DST triangle mesh
GQUAD4	geometric quantities on the QUAD4
GTRIA3	setting elements DKT (TRIA3)
JQUAD4	Jacobian at one point on the QUAD4
Q4 GBC	matrix BCau dot qsi and for the Q4G element
COQREP	calculation of the transition matrix from the element coordinate system to the coordinate system given as an argument. The coordinate system is characterized by 2 angles.

Table 3.7-1

3.8. ELT_ISO

Table 3.8-1

3.9. ELT_POUTRE

CARCOU	retrieve the geometry of the pipe elements (elbow)
DEELPO	retrieving the outside diameter of an element of POUTRE
FUN1	calculation of the area or the equivalent torsional constant of a POUTREdroite with a variable cross section under the assumption of linear coordinate variation
FUN2	calculate the equivalent moment of inertia of a POUTREdroite with a variable cross section under the assumption of linear coordinate variation
GDFINT	for an element with POUTREen large displacement, calculate the contribution of the Gauss point number KPaux internal forces
GDJRG0	for an element with POUTREen large displacement, calculate, at Gauss points, the Jacobian and the rotation matrix of the main axes of inertia in the reference position, with respect to the general coordinate axes
GDMB	for an element with POUTREen large displacement, calculate the contribution of the displacement of the node NE to the deformation matrix Bau gauss point KP
JPD1FF	calculation of generalized deformation shape functions for the element POUTRE6 ddl at 3 gauss points
JSD1FF	calculation of generalized deformation shape functions for the element POUTRE7 ddl at 3 gauss points
POEFGR	calculation of the elementary vector generalized real effort, for the elements of POUTREd “Euler and Timoshenko
POMASS	calculate the mass matrix of the elements of POUTRE
PORIGI	calculate the stiffness matrix of the POUTRE elements
POUEX7	Treatment of the eccentricity of POUTRE elements
PTENCI	Calculate the kinetic energy for the elements of POUTRE, DISCRETet BARRE
PTENPO	Calculate the deformation energy for the elements of POUTRE, DISCRETet BARRE
PTKA01	calculate the stiffness matrix of the POUTREdroite element with a constant cross section
PTKA02	calculate the stiffness matrix of the POUTREdroite element with variable cross section
PTKA10	compute the stiffness matrix of the POUTREcourbe element
PTKA21	calculate the stiffness matrix of the element from POUTREdroite with a constant cross section to 7 ddl per node
PTMA01	calculate the mass matrix of the POUTREdroite element
PTMA10	calculate the mass matrix of the POUTREcourbe element

Table 3.9-1

3.10. ELT_TOUS

TEATTR	to retrieve the value of an attribute associated with a TYPE_ELEMENT
LTEATT	to test if an attribute has a given value (overlay of TEATTR)
FGEQUI	calculation of equivalent quantities in stress and deformation
ISELLI	Returns TRUEsi the linear TYPE_ELEMENTest
ISMALI	Returns TRUEsi the linear TYPE_MAILLEest
JEVECH	Get the address of the local field corresponding to a parameter
ELREFE_INFO	retrieve the addresses of the arrays containing the values of the shape functions (and their derivatives) on a family of integration points (+ dimensions, Gauss passage matrix → Node)
PPGAN2	transition from values at gauss points to values at vertex nodes and middle nodes by mean value
UTELVF	retrieve the values of form functions on a family of integration points when you are not in an elementary calculation routine. (If not, use ELREFE_INFO).
TECACH	retrieve the characteristics of a local_field: address, length,…
TECAEL	retrieve the characteristics of a finite_element: name of the associated mesh,…

Table 3.10-1

3.11. ENVIMA

Table 3.11-1

3.12. FICHIER

Table 3.12-1

3.13. FONCTION

Table 3.13-1

3.14. GRANDEUR

Table 3.14-1

3.15. INITEL

ELRACA	various dimensions of a ELREFE
ELRAGA	description of the integration families of a ELREFE
ELRFVF	shape functions of a ELREFE
ELRFDF	derivatives of the form functions of a ELREFE

Table 3.15-1

3.16. JEVEUX

Table 3.16-1

3.17. LIGREL

ADALIG	reorder the grels in an SD ligrel so that they have sizes adapted to memory management.
CALCUL	do the elementary calculations corresponding to a OPTIONsur the elements of a ligrel SD.
CHLIGR	convert a fiel_element to another field_element to another string.
EXLIM1 EXLIM2 EXLIM3 EXLIMA	Creating a ligrel from a list of stitches
INITEL	initialize the element types found in the ligrel and create the objects. PRNMet /or. PRNSdu Ligrel
LIGLMA	Extract from a ligrel, the list of affected cells as well as the list of their type_elem.
LGPHMO	Create a ligrel on all the meshes of a mesh
NBELEM	returns the number of elements in a GRELd from a ligrel SD
NBGREL	returns the number of GRELd from a ligrel SD
NOLIGR	Add finite elements to a ligrel SD
TYPELE	Determining the finite element type of a GRELd “A ligrel SD”

Table 3.17-1

3.18. MAILLAGE

Table 3.18-1

3.19. MATERIAU

Table 3.19-1

3.20. MATR_ASSE

Table 3.20-1

3.21. MESSAGE

infbav	put the INFOen mechanism in chatterbox mode [D6.04.01]
infmaj	update for the INFO keyword [D6.04.01]
infmue	mute mechanism INFOen [D6.04.01]
infniv	Returns the print level and the logical printing unit [D6.04.01]
utmess	print an error, alarm or information message with, optionally, character string parameters, integers or real (vector or scalar). You can also provide an exception number to issue a particular exception.
onerrf	To manage behavior in case of error<F>: abort or exception

Table 3.21-1

3.22. MEMOIRE

utgtme	Returns the values of the various counters associated with memory consumption
utptme	Allows you to set certain values associated with memory consumption (total memory allocated at runtime, memory consumed by external solvers, etc.)

Table 3.22-1

3.23. MPI

Table 3.23-1

3.24. MPLEIN

AMPPR	add a real full matrix to a real full matrix
COPMAT	copy of a MATR_ASSEdans a full matrix
MAVEC	pass full matrix (m*m) > half-matrix column vector (n)
MGAUSS	solving a linear system by the Gauss method
PMAT	product of square matrices
PMAVEC	product full square matrix by a vector
PMPPR	product of two full stored matrices taking into account transposition via indicator
PRMAMA	produces rectangular solid matrices
PROMAT	product of two full matrices
UTBTAB	makes the product of solid matrices: BT*A* B
VECMA	transform a symmetric (triangular) matrix into a square matrix

Table 3.24-1

3.25. NUME_DDL

Table 3.25-1

3.26. PREPOST

ECRTES	writing the header of a dataset SUPERTAB
GICOOR	create the collection that gives the permutation of the mesh knots (ASTER —> GIBI)
INISTB	initialization of mesh names ASTER - TRIFOUen function of the graphic code I- DEAS 4.0
IRADHS	adherences IDEAS
IRGAGS	Find the size IDEASprésentent in a size

Table 3.26-1

3.27. REPERE

ANGVX	Calculate the 2 nautical angles from a vector
ANTISY	compute a rotation matrix in R3
CANOR2	calculate the normal to a SEG2 (in 2D)
CANOR3	Calculate the normal to a TRIA3 (in 3D)
CANORM	calculate the normal to a mesh in a node with or without normalizing this vector
CHGREP	Change of reference: local, global and vice versa
CHMALG	transition from the local coordinate system to the global coordinate system of elementary matrices
CQ3D2D	calculating the 2D coordinates of a triangle or a quadrangle from its 3D coordinatespass in the coordinate plane of the triangle or quadrangle with teta=angle between the X axis and the dimension A1A2
CTETGD	calculation of the matrix allowing you to pass ddls from the right interface to those from the left interface
GLO LOC	change of frame of reference for a dynamic modal system
INTET0	calculate the rotation matrix for DX, DY, DZ, DRX, DRY, and DRZ
LOCGLO	transition from the local frame of reference to the global frame of reference for a dynamic modal system
MAROTA	calculate the rotation matrix corresponding to the rotation vector
MATPGL	Construction of the local global passage matrix
MATRO2	calculation of the rotation matrix for a POUTREcourbe
MATROT	calculation of the rotation matrix for a POUTREdroite
MUDIRX	calculate the direction cosines of the matrix for transition from the element coordinate system to the reference coordinate system as well as the 3 normal directions of the element coordinate system
ORIEN2	orientation of a trihedron defined by 3 points
ORTREP	retrieving User data defining the orthotropy coordinate system relating to the current element
PROJMG	passage BASE_MODALE → physical landmark
REFLTH	calculate the transition of conductivity terms from the reference frame to the element coordinate system
UTPSGL	Global → Local passage for a symmetric (triangular) elementary matrix
UTPSLG	Local → Global passage for a symmetric (triangular) elementary matrix
UTPVGL	Global → Local passage for a vector
UTPVLG	Local → Global pass for a vector

Table 3.27-1

3.28. Resuelem

ASASMA	assembling the elementary stiffness and Dirichlet matrices
ASASVE	assemble the elementary vectors coming from the charges
ASMATR	assembling elementary matrices into an assembled matrix
ASSVEC	Assembling elementary vectors to make them a second member (SD cham_no)
CALCUL	do the elementary calculations corresponding to a OPTIONsur the elements of a ligrel SD.
CESVAR	create an SD cham_elem_s (DCEL_I) to extend the cham_elem (VARI_R) calculated by the routine CALCUL.
MEAMME	calculating the elementary matrices of AMOR_MECAou RIGI_MECA_HYST
MEDIME	calculation of elementary matrices of Lagrange elements (mechanics)
MEDITH	calculation of elementary matrices of Lagrange elements (thermal)
MEMAME	calculating the elementary matrices of MASS_MECA
MEMARE	create and initiate the object. REFE_RESUdes SD matr_elem (or SD vect_elem)
MERIME	calculation of elementary matrices of RIGI_MECA (elastic)
MERIMO	calculation of the elementary matrices of the elements of the model and the elementary terms of the residue (STAT_NON_LINE)
MERITH	calculating the elementary matrices of RIGI_THER
TYPMAT	determine if a matr_elem contains non-symmetric elementary matrices
REDETR	destroy the resuelemnuls present in a matr_elem (PB of the duplicate symmetric, non-symmetric matrices)

Table 3.28-1

3.29. RESULTAT

Table 3.29-1

3.30. RUPTURE

DFFDIR	Returns the propagation direction vector (1st vector of the local base at the bottom of the crack) at a node
DFFNOR	Returns the vector normal to the crack surface (2nd vector of the local base at the bottom of the crack) at a node
DFFTAN	Returns the tangent vector to the crack background (3rd vector of the local base at the crack background) at a node
DFFLON	Calculate an estimate of the length of the segments of the crack bottom at a bottom node (only in 3d)
GABSCU	for each node at the bottom of the crack, we calculate its curvilinear abscissa
GDFONC	calculation of gradients for calculating the rate of energy restoration in 2D
GDINOR	calculation of the direction of the theta field in the case where the normal to the plane of the lips is in the sd fond_fiss
GDIREC	for each node at the bottom of the crack, we calculate the direction of the theta field
EXIXFE	Detect if you are dealing with a XFEM model
XVFIMO	Detects if an X-FEM crack (sd_fiss_xfem) is associated with a model

Table 3.30-1

3.31. SD

Table 3.31-1

3.32. SUPERVISEUR

GCNCON	get the name of an SD (K8) that does not conflict with other SD names
GETFAC	returns the number of occurrences of a factor keyword [D6.03.01]
GETLTX	returns the length of the strings for a “text” keyword [D6.03.01]
GETRES	returns the name and type of the result of a command [D6.03.01]
GETTCO	returns the type of a user SD [D6.03.01]
GETVC8	returns the list of arguments for a “complex” keyword [D6.03.01]
GETVID	returns the list of arguments for an “identifier” keyword [D6.03.01]
GETVIS	returns the list of arguments for an “integer” keyword [D6.03.01]
GETVR8	returns the list of arguments for a “real” keyword [D6.03.01]
GETVTX	returns the list of arguments for a “text” keyword [D6.03.01]
UTALRM	allows you to temporarily hide an alarm (then restore its display)

Table 3.32-1

3.33. TABLE

Table 3.33-1

3.34. TITRE

IRTITR	Print the title of an SD result
TITRE2	create a subtitle
TITRE	create a title

Table 3.34-1

3.35. TYPE_FORTRAN

ALMULR	Product of n real numbers with overflow test and underflow test with previous value accumulation or reset to zero
AS_ALLOCATE AS_DEALLOCATE	To allocate (or deallocate) a vector of I, R, C, K8,…
BASE3N	calculate an orthonormal base of R3 having its 1st collinear vector to a given vector
CODENT	writes an integer into a string
CODREE	write a real to a string
COMPR8	compare two real numbers to each other at a given precision (absolute or relative)
EXTRAC	extraction into an array containing vectors at successive times of the vector possibly interpolated at the desired time
FOVERF	checking the increasing character of values in a vector
FREQOM	calculate the frequency associated with the pulsation
GCNCO2	get a character string by incrementing a number
GGUBS	generator of (pseudo-) random numbers uniformly distributed between (0.1)
INDIIS	returns the rank of an integer in an integer vector
INDIK8	returns the rank of a K8 in a vector of K8
INDK16	returns the rank of a K16 in a vector of K16
INDK24	returns the rank of a K24 in a vector of K24
INDK32	returns the rank of a K32 in a vector of K32
INDK80	returns the rank of a K80in a K80 vector
KNDIFF	differentiate between 2 lists of strings LK3 = LK1 - LK2
KNDOUB	check that there are no duplicates in a string list
KNINCL	check that one list of strings is included in another
KNINDI	returns the rank of a K*in a vector of K*
LIIMPR	print a list of integers or reals
LSAME	tests the equality of 2 character strings regardless of their classes
LXCAPS	capitalize a string
LXLGUT	returns the length used for a character string (without blanks)
LXLIIS	decode a character string to read an integer
LXSCAN	decode a character string into words of different types: integer, real, text,…
NORMEV	Norm an R3 vector and return its initial norm
OMEGA2	calculate the pulsation associated with the frequency
ORDIS	reorder a list of integers in ascending order
ORDR8	find the ascending order of a list of real numbers, no change of the input order but determination of an order pointer
PERMR8	circular permutation of the elements of an array of REAL *8
PROVEC	calculating the vector product of two vectors of R3
PSCVEC	multiply an Rn vector by a real scalar
R8 INIR	initialization of an Rn vector
SOMINT	function (integer type) summing all terms in an integer vector.
TRI	Quick Sort an integer array and impact on an integer array
TRIR	sorting (Quick Sort) of an array of integers and repercussions on an array of reals
UTLISI	utility for logical operations on integer lists: union, intersection, singleton
UTREMT	search for a word in a word list
UTTR24	sort a K24 list
UTTRII	sort a list of integers
UTTRIR	sort a list of real ones
VDIFF	calculate the difference between 2 vectors: Z = X - Y
VECMA	transform a symmetric (triangular) matrix into a square matrix
VECINC	initialization of a complex vector to a given complex value.
VECINI	initialization of a real vector to a given real value.
VECINK	initialization of a character vector to a given character string.
VECINT	initializing an integer vector to a given integer value.

Table 3.35-1

3.36. VARI_COM

VRCINS	manufacturing the control variable field at a given time.
RCVARC	retrieving a control variable on a Gauss point (in an elementary calculation routine)
NMVCD2	test if a command variable is present

Table 3.36-1