SFE
SFE, Elem
,
LKEY
, Lab
,
KVAL
, VALUE1
,
VALUE2
, VALUE3
,
VALUE4
, MESHFLAG
Defines surface loads on elements.
Elem
Element to which surface load applies. If ALL, apply load to all selected elements (ESEL). If
Elem
= P, graphical picking is enabled and all remaining command fields are ignored (valid only in the GUI). A component name may be substituted forElem
.LKEY
Load key or face number associated with surface load (defaults to 1). Load keys (1,2,3, etc.) are listed under "Surface Loads" in the input data table for each element type in the Element Reference.
If you issue SFCONTROL before SFE,
LKEY
is the face number for supported structural solid and shell elements.Lab
Valid surface load label. Load labels are listed under "Surface Loads" in the input table for each element type in the Element Reference.
Discipline Surface Load Label Label Description Structural PRES Pressure FREQ Frequency (harmonic analyses only) Thermal CONV[1] Convection HFLUX[1] Heat flux RDSF Surface-to-surface radiation Fluid FSI[2] Fluid-structure interaction flag IMPD Impedance boundary flag Electric CHRGS Surface charge density MXWF Maxwell force flag Magnetic MXWF Maxwell force flag Acoustic fluid FSI[2]
Fluid-structure interaction flag IMPD Impedance or admittance coefficient SHLD Surface normal velocity or acceleration MXWF Maxwell surface flag or equivalent source surface FREE Free surface flag INF Exterior Robin radiation boundary flag PORT Port number ATTN Absorption coefficient or transmission loss BLI Viscous-thermal boundary layer surface flag Field-surface interface FSIN Field-surface interface number Poromechanics FFLX Fluid flow flux Infinite element INF Exterior surface flag for INFIN110 and INFIN111 Substructure SELV[3] Load vector number Diffusion DFLUX Diffusion flux KVAL
Value key. If
Lab
= PRES:0 or 1
—
VALUE1
throughVALUE4
are used as real components of pressures.2
—
VALUE1
throughVALUE4
are used as imaginary components of pressures.Value key. If
Lab
= CONV:0 or 1
—
For thermal analyses,
VALUE1
throughVALUE4
are used as the film coefficients.2
—
For thermal analyses,
VALUE1
throughVALUE4
are the bulk temperatures.3
—
VALUE1
throughVALUE4
are used as film effectiveness.4
—
VALUE1
throughVALUE4
are used as free stream temperature.Value key. If
Lab
= RDSF:0 or 1
—
VALUE1
is the emissivity value between 0 and 1.2
—
VALUE1
is the enclosure number.Value key. If
Lab
= IMPD:0 or 1
—
For acoustic harmonic analyses, VALUE1 through VALUE4 are used as the real part of the impedance.
2
—
For acoustic harmonic analyses, VALUE1 through VALUE4 are used as the imaginary part of the impedance.
Value key. If
Lab
= SHLD:0 or 1
—
For acoustic analyses,
VALUE1
throughVALUE4
are used as the normal velocity (harmonic) or normal acceleration (transient).2
—
For acoustic analyses,
VALUE1
throughVALUE4
are used as the phase angle for harmonic response analyses.Value key. If
Lab
= ATTN:0 or 1
—
For acoustic analyses,
VALUE1
throughVALUE4
are used as the absorption coefficient of the surface.2
—
For acoustic analyses,
VALUE1
throughVALUE4
are used as the transmission loss (dB) of the coupled wall in an energy diffusion solution for room acoustics.Value key. If
Lab
= SELV:0 or 1
—
VALUE1
is the multiplier on real load vectorLKEY
.2
—
VALUE1
is the multiplier on imaginary load vectorLKEY
.If only one set of data is supplied, the other set of data defaults to previously specified values (or zero if not previously specified) in the all of the following cases:
Temperatures are supplied and
Lab
= CONVFilm coefficients are supplied and
Lab
= CONVNormal velocity/acceleration for acoustics is supplied and
Lab
= SHLDPhase angle for acoustics is supplied and
Lab
= SHLD
Not applicable for
Lab
= FREQ, CHRGS, PORT, FSIN, FFLX, DFLUXVALUE1
First surface load value (typically at the first node of the face), or the name of a table for specifying tabular boundary conditions.
Face nodes are listed in the order given for Surface Loads in the input data table for each element type in the Element Reference. For example, for SOLID185, the item 1-JILK associates
LKEY
= 1 (face 1) with nodes J, I, L, and K. Surface load valueVALUE1
then applies to node J of face 1. To specify a table, enclose the table name in percent signs (%), for example, %tabname
%. Use the *DIM command to define a table. Only one table can be specified, and it must be specified in theVALUE1
position; tables specified in theVALUE2
,VALUE3
, orVALUE4
positions are ignored.VALUE2
applies to node I, etc.If
Lab
= PRES andKVAL
= 2, this value is the imaginary pressure component, used by the following supported elements:If
Lab
= CONV,KVAL
= 0 or 1, andVALUE1
= -N
, the film coefficient is assumed to be a function of temperature and is determined from the HF property table for materialN
(MP). (See the SCOPT command for a way to override this option and use -N
as the film coefficient.) The temperature used to evaluate the film coefficient is usually the average between the bulk and wall temperatures, but may be user-defined for some elements.If
Lab
= CONV,KVAL
= 2,VALUE1
specifies the bulk temperature. If KBC,0 has been issued for ramped loads, the bulk temperature is ramped from the value defined by TUNIF to that specified onVALUE1
(for the first loadstep). If a table name is specified forVALUE1
, the KBC command is ignored and tabular values are used.If
Lab
= PORT,VALUE1
is a port number representing a waveguide port. The port number must be an integer between 1 and 50. For an acoustic 2×2 transfer admittance matrix, the port number can be any positive integer. The smaller port number corresponds to port 1 of the 2×2 transfer admittance matrix, and the greater port number corresponds to port 2. If one port of the transfer admittance matrix is connecting to the acoustic-structural interaction interface, the port number corresponds to port 2 of the transfer admittance matrix. A pair of ports of the 2×2 transfer admittance matrix must be defined in the same element.If
Lab
= RDSF,KVAL
= 0 or 1, andVALUE1
= -N
, the emissivity is assumed to be a function of the temperature, and is determined from the EMISS property table for materialN
(MP). The materialN
does not need to correlate with the underlying solid thermal elements. IfLab
= RDSF,KVAL
= 2, andVALUE1
is negative, radiation direction is reversed and will occur inside the element for the flagged radiation surfaces.If
Lab
= FSIN in a unidirectional Mechanical APDL-to-CFX analysis,VALUE1
is not used.If
Lab
= SELV,VALUE1
represents the scale factor (default = 0.0).If
Lab
= ATTN,VALUE1
is the absorption coefficient.VALUE2
,VALUE3
,VALUE4
Surface load values at the second, third, and fourth nodes (if any) of the face.
If all three values are blank, all default to
VALUE1
, giving a constant load. Zero or other blank values are used as zero.If
VALUE2
,VALUE3
, orVALUE4
are magnitudes of the load, they are ignored ifVALUE1
is a table. IfVALUE2
,VALUE3
, orVALUE4
are any other values, they are used even ifVALUE1
is a table (for example, the load direction for face 5 of SURF154).If
Lab
= FSIN in a unidirectional Mechanical APDL-to-CFX analysis,VALUE2
is the surface interface number (not available in the GUI).VALUE3
andVALUE4
are not used.MESHFLAG
Specifies how to apply normal pressure loading on the mesh. Valid in a nonlinear adaptivity analysis when
Lab
= PRES andKVAL
= 0 or 1.0 – Pressure loading occurs on the current mesh (default).
1 – Pressure loading occurs on the initial mesh for nonlinear adaptivity.
Notes
SFE defines surface loads on selected elements.
Caution: You cannot use SFE with the INFIN110 or
INFIN111 elements without prior knowledge of element-face orientation
(that is, you must know which face is the exterior in order to flag it). Also, for
surface-effect elements SURF153 and SURF154,
use LKEY
to enable tangential and other loads. For supported structural solid and shell elements, issue
SFCONTROL to define tangential and other loads.
SFE can apply tapered loads over the faces of most elements.
You can use these related surface-load commands with SFE:
SF – Defines surface loads on nodes. |
SFBEAM – For beam elements allowing lateral surface loads that can be offset from the nodes, this command specifies the loads and offsets. |
SFCONTROL – Applies general (normal, tangential, and other) surface loads to supported structural elements. |
SFCUM – Accumulates (adds) surface loads applied via SFE. |
SFDELE – Delete loads applied via SFE. |
SFFUN – Applies loads from a node-vs.-value function. |
SFGRAD – Applies an alternate tapered load. |
The SFE command can also define
fluid-pressure-penetration loads (Lab
= PRES) at a contact interface.
For this type of load, LKEY
= 1 is used to specify the normal pressure
values, LKEY
= 3 is used to specify the tangential pressure values
along the x direction of ESYS, LKEY
= 4 is used to
specify the tangential pressure values along the y direction of ESYS, and
LKEY
= 2 is used to specify starting points and penetrating points.
See Applying Fluid-Penetration Pressure in the Contact Technology Guide for details on how to apply
this type of load.
Film effectiveness and free-stream temperatures specified via Lab
=
CONV are valid only for SURF151 and SURF152.
Film effectiveness must be between 0 and 1 and it defaults to 0. If film effectiveness is
applied, bulk temperature is ignored. When film effectiveness and free stream temperatures are
specified, the commands to specify a surface-load gradient (SFGRAD) or
surface-load accumulation (SFCUM) are not valid. For more information about
film effectiveness, see Conduction, Convection, and Mass Transport
(Advection)
in the Theory Reference.
You can specify a table name only when using structural (PRES) and thermal (CONV [film coefficient, bulk temperature, film effectiveness, and free stream temperature], HFLUX), diffusion flux (DFLUX), impedance (IMPD), normal velocity or acceleration (SHLD), absorption coefficient (ATTN), and substructure (SELV) surface load labels.
When a tabular function load is applied to an element, the load will not vary according to the positioning of the element in space.
For cases where Lab=FSI, MXWF, FREE, and INF, VALUE is not needed.
In a mode-superposition harmonic or transient analysis, you must apply the load in the modal portion of the analysis. Mechanical APDL calculates a load vector and writes it to the MODE file, which you can apply via the LVSCALE command.
This command is also valid in the PREP7 and /MAP processors.