【推荐】:ansys查询函数大全

诸位兄弟：
      ansys中利用查询函数十分方便，而很多查询函数在软件中自带的帮助文件没有公布，一般论坛里面贴的又不全。在此，我将外国网站上搜到的查询函数大全供诸位分享。
  
Here is just about everything I know about inquiry functions. They are similar to *GET functions in usage, and have two input arguments. Here's an example.  
  
a=ndinqr(33,1)  
  
In this case, "a" will be assigned a value of -1 if node 33 is unselected, 0 if it is undefined, and 1 if it is selected. This is an example of using an inquiry function to obtain information about a specific entity, in this case node 33.  
  
An alternative use of an inquiry function is to find more generic data about a certain kind of entities. The following example illustrates this.  
  
a=ndinqr(0,14)  
  
This will assign to parameter "a" the highest node number defined in the model. Notice that the first argument is zero, and the second argument is 14.  
  
Here are the inquiry functions I am aware of.  
  
ndinqr(node,key) node number or zero, and key number  
elmiqr(elem,key)  
kpinqr(keypoint,key)  
lsinqr(line,key)  
arinqr(area,key)  
vlinqr(volume,key)  
rlinqr(real,key)  
gapiqr(gap element,key)  
masiqr(master DOF,key)  
ceinqr(constraint equation,key)  
cpinqr(coupled set,key)  
csyiqr(coord system,key)  
etyiqr(element type,key)  
foriqr(nodal force,key)  
  
All of these work pretty much the same, with the first argument used as either an entity ID number (for data about a specific node, element, etc.) or a zero if the information is about a class of element (number of selected nodes, etc.)  
  
The key numbers are defined as follows.  
  
key=1 return select status (for a specific entity)  
key=12 return number of defined entities (KP's, nodes, etc.)  
key=13 return number of selected entities  
key=14 return the highest ID number in use  
  
There a few other inquiry functions which have a slightly different format.  
  
mpinqr(mat,prop,key) material property table number, property number, key additional key=3 for number of temps used in a specific property  
  
dget(node,idof,kcmplx) node number, displacement pointer, complex key displacement pointers are...  
1=ux, 2=uy, 3=uz, 4=rotx, 5=roty, 6=rotz, 7=ax, 8=ay 9=az, 10=vx, 11=vy, 12=vz, 19=pres, 20=temp, 21=volt, 22=mag, 23=enke, 24=ends, 25=emf, 26=curr  
complex key=0 for real, 1 for imaginary  
  
fget(node,idof,kcomplx) same definition as dget, but for forces this time.  
 &nbsposted by John Crawford on 10.28.1997  
   
Additional Inquiry Function  
  Some time ago I dug out one additional Key:  
NUMS value for the entity:  
  
ndinqr(0,25)  
elmiqr(0,25)  
kpinqr(0,25)  
lsinqr(0,25)  
arinqr(0,25)  
vlinqr(0,25)  
  
It is sometimes handy for use in macros.  
 &nbsposted by Juha Tyllinen on 10.28.1999  
   
Inquiry Functions for Sections  
  I have looked at the code and can confirm Tyllinen Juha's observation. It will work in 5.5, 5.6, and not likely to change.  
  
"Quick testing seems to indicate that Section number would be available with sn = elmiqr(n,-4), where n is the element number. At least that is the way it worked in 5.5.1 with Beam188 and Beam189."  
  
Other possibilites for element characteristics  
-1, material number  
-2, element type  
-3, real constant number  
-4, Element Section ID number  
-5, coordinate system number  
 &nbsposted by Grama Bhashyam on 10.29.1999  
   
Useful Inquiry Functions  
  Nodes ndinqr(node,key)  
  node - node number, should be 0 for key = 12, 13, 14  
  key - information needed  
    = 1, return select status:  
    = 12, return number of defined nodes  
    = 13, return number of selected nodes  
    = 14, return highest node number defined  
    = -2, superelement flag  
    = -3, master degrees of freedom bit pattern  
    = -4, active degrees of freedom bit pattern  
    = -5, solid model attachment  
    = -6, pack nodal line parametric value  
  output arguments:  
  for key = 1  
    = 0, node is undefined.  
   = -1, node is unselected.  
   = 1, node is selected.  
       
Element elmiqr(ielem,key)  
  ielem - element number, should be zero for key = 12, 13, or 14  
  key - information flag  
    = 1, return select status  
   = 12, return number of defined elements  
    = 13, return number of selected elements  
    = 14, return maximum element number used  
    = -1, material number  
    = -2, type.  
   = -3, real.  
    = 4, element section ID number  
    = 5, coordinate system number  
    = 7, solid model reference  
  output arguments:  
  for key = 1  
    = 0, element is undefined  
    = -1, element is unselected  
    = 1, element is selected  
       
Keypoints kpinqr(kpid,key)  
  kpid - keypoint may be 0 for key = 12, 13, 14  
  key - information flag.  
    = 1, select  
    = 12, number of defined  
    = 13, number of selected  
    = 14, highest number defined  
    = -1, material number  
    = -2, type  
    = -3, real number  
    = -4, node number, if meshed  
    = -7, element number, if meshed  
  output arguments:  
  for key = 1  
    = -1, unselected  
    = 0, undefined  
    = 1, selected  
       
Lines lsinqr(lsid,key)  
  lsid - line segment for inquire may be 0 for key = 12, 13, 14  
  key - item to be returned  
    = 1, select status  
    = 2, length (in model units)  
    = 12 number of defined  
    = 13, number of selected  
    = 14, highest number defined  
    = -1, material number  
    = -2, type  
    = -3, real number  
    = -4, number of nodes  
    = -5, esys number  
    = -6, number of elements  
    = -8, number of element divs in existing mesh  
    = -9, keypoint 1  
    = -10, keypoint 2  
    = -15, section id  
    = -16, number of element divs for next mesh  
    = -17, 0 = hard / 1 = soft NDIV  
    = -18, 0 = hard / 1 = soft SPACE  
       
Area arinqr(areaid,key)  
  areaid - area for inquiry, may be 0 for key = 12, 13, 14  
  key - key to information needed about the areaid  
    = 1, return select status  
    = 12, return number of defined  
    = 13, return number of selected  
    = 14, return highest number defined  
    = -1, return material  
    = -2, return type  
    = -3, return real  
    = -4, return number of nodes  
    = -6, return number of elements  
    = -7, return pointer to area in foreign db  
    = -8, return element shape  
    = -9, return mid-node element key  
    = -10, return element coordinate system  
    = -11, return area constraint information  
  output arguments:  
  for key = 1  
    = 0, areaid is undefined  
    = -1, areaid is unselected  
    = 1, areaid is selected  
  for key = - 11  
    = 0, no constraint on this area  
    = 1, symmetry constraint  
    = 2, anti-symmetry  
    = 3, both symmetry and anti-symmetry  
       
Volumes vlinqr(vnmi,key)  
  vnmi - volume for inquiry, may be 0 for key = 12, 13, 14  
  key - information flag  
    = 1, return select status  
    = 12, return number of defined  
    = 13, return number of selected  
    = 14, return highest number defined  
    = -1, material  
    = -2, type  
    = -3, real  
    = -4, number of nodes  
    = -6, number of elements  
    = -8, element shape  
    = -9, mid-node element key  
    = -10, element coordinate system  
  output arguments:  
  for key = 1  
    = 0, node is undefined  
    = -1, node is unselected  
    = 1, node is selected  
       
    = 0, real constant table is undefined.  
    = -1, real constant table is unselected.  
    = 1, real constant table is selected  
       
Element Type etyiqr(itype,key)  
  itype - element type number, should be 0 for key = 12 and 14  
  key - item to be returned  
    = 1, return select status:  
    = 12, return number of defined element types  
    = 14, return highest element type number defined  
  output arguments:  
  for key = 1  
    = 0, element type is undefined  
    = -1, element type is unselected  
    = 1, element type is selected  
       
Real Constants rlinqr(nreal,key)  
  nreal - real constant table number, should be 0 for key = 12, 13, 14  
  key - information flag  
    = 1, select status  
    = 12, number of defined real constant tables  
    = 13, number of selected real constant tables  
    = 14, highest real constant table defined  
  output arguments:  
  for key = 1  
    = 0, real constant table is undefined.  
    = -1, real constant table is unselected.  
    = 1, real constant table is selected  
       
Section Table sectinqr(nsect,key)  
  nsect - section id table number, should be 0 for key = 12, 13, 14  
  key - information flag  
    = 1, select status  
    = 12, return number of defined section id tables  
    = 13, return number of selected section id tables  
    = 14, return highest section id table defined  
  output arguments:  
  for key = 1  
    = 0, section id table is undefined.  
    = -1, section id table is unselected.  
    = 1, section id table is selected  
       
Materials mpinqr(mat,iprop,key)  
  mat - material number, should be 0 for key = 12 and 14  
  iprop - property reference number  
  iprop = 0, test for existence of any material property with this material number (with key = 1)  
  key - key as to the information needed about material property  
    = 1, return select status:  
    = 12, number of defined material properties  
    = 14, highest material property number defined  
  output arguments:  
  for key = 1, iprop = 0 (test for existence of any material property with this material number)  
    EX = 1, EY = 2, EZ = 3, NUXY = 4, NUYZ = 5, NUXZ = 6, GXY = 7, GYZ = 8, GXZ = 9, ALPX = 10, ALPY = 11, ALPZ = 12, DENS = 13, MU =14, DAMP = 15, KXX = 16, KYY = 17, KZZ = 18, RSVX = 19, RSVY = 20, RSVZ = 21, C = 22, HF =23, VISC = 24, EMIS = 25, ENTH = 26, LSST = 27, PRXY = 28, PRYZ = 29, PRXZ = 30, MURX = 31, MURY = 32, MURZ = 33, PERX = 34, PERY = 35, PERZ = 36, MGXX = 37, MGYY = 38, MGZZ = 39, EGXX = 40, EGYY = 41, EGZZ = 42, TGXX = 43, TGYY = 44, TGZZ = 45, SONC = 46, SLIM = 47, ELIM = 48, ORTH = 54, CABL = 55, RIGI = 56, HGLS = 57, BM = 58, QRAT = 59, REFT = 60, PLAS = 61, CREE = 62, FAIL = 63, BH = 64, PIEZ = 65, SWEL = 66, WATE = 67, CONC = 68, PFLO = 69, ANEL = 70, ACOU = 71, EVIS = 72, USER = 73, NL = 74, HYPE = 75, NNEW = 76, MOON = 77, OGDE = 78, SUTH = 79, WIND = 80  
  for key = 1 (otherwise)  
    = 0, material prop is undefined  
    = 1, material prop is selected  
       
Constraint Equations ceinqr(ceid,key)  
  ceid - constraint equation number  
  key - inquiry key, should be zero for key = 12, 13, 14  
   = 1, return select status  
    = 1, equation is selected  
    = 0, equation is undefined  
    = -1, equation is unselected  
    = 12, return number of defined constraint equations  
    = 13, return number of selected constraint equations  
    = 14, return number of highest numbered constraint equation defined  
    = -1, return master degrees of freedom for this equation  
      
Couples cpinqr(cpid,key)  
  cpid - coupled set number  
  key - inquiry key, should be zero for key = 12, 13, 14  
    = 1, return select status  
    = 12, return number of defined coupled sets  
   = 13, return number of selected coupled sets  
   = 14, return the number of the highest numbered coupled set  
  output arguments:  
  for key = 1  
    = 1, coupled set is selected  
    = 0, coupled set in undefined  
    = -1, coupled set in unseleted  
       
Coordinate System csyiqr(csysid,key)  
  csysid - coordinate system reference number, should be zero for key = 12 or 14  
  key - information flag.  
    = 1, return status:  
   = 12, number of defined coordinate systems  
    = 14, maximum coordinate system reference number used.  
  output arguments:  
  for key = 1  
    = 0, coordinate system is not defined  
    = -1, coordinate system is not selected  
    = 1, coordinate system is selected  
       
Warning and Error Messages erinqr(key)  
  key - item to be returned  
    = 3, total number of notes displayed  
    = 4, total number of warnings displayed  
    = 5, total number of errors displayed  
    = 6, total number of fatals displayed