Element Results Neutral File Column Definition (filename.ELS)

Solid and Shell Elements

Column Number Solid Shell
1 ENERGY ENERGY
2 % TOTAL ENERGY % TOTAL ENERGY
3 ENERGY DENSITY ENERGY DENSITY
4 NORMAL -X NORMAL -X1
5 NORMAL -Y NORMAL -Y1
6 NORMAL -Z SHEAR -XY1
7 SHEAR -XY 0-SHEAR ANGLE-1
8 SHEAR -YZ MAX SHEAR-1
9 SHEAR -ZX MAJOR PRINCIPAL-1
10 PRINCIPAL -A MINOR-PRINCIPAL-1
11 PRINCIPAL -B VON MISES-1
12 PRINCIPAL -C FIBER DISTANCE-1
13 PRINCIPAL -A COS-X NORMAL-X2
14 PRINCIPAL -B COS-X NORMAL-Y2
15 PRINCIPAL -C COS X SHEAR-XY2
16 PRINCIPAL -A COS-Y 0-SHEAR ANGLE-2
17 PRINCIPAL -B COS-Y MAX SHEAR-2
18 PRINCIPAL -C COS-Y MAJOR-PRINCIPAL-2
19 PRINCIPAL -A COS-Z MINOR-PRINCIPAL-2
20 PRINCIPAL -B COS-Z VON MISES-2
21 PRINCIPAL -C COS-Z FIBER DISTANCE-2
22 VON MISES MAX VON MISES-1/2
23 MAX SHEAR/TRESCA MAX SHEAR-1/2
24 MAX PRINCIPAL MAX PRINCIPAL-1/2
25 MIN PRINCIPAL MIN PRINCIPAL-1/2
26 MEAN PRESSURE STATUS
27 EQV STRESS EQV STRESS-1
28 EFF STRAIN-P EFF STRAIN-P1
29 EFF STRAIN-C EFF STRAIN-C1
30 OCTAHEDRAL EQV STRESS-2
31 STATUS EFF STRAIN-P2
32 0 EFF STRAIN-C2
33

MAT TANGENT MOD

MEMBRANE FX
34 MAT EFF STRAIN-P MEMBRANE FY
35 MAT EFF STRESS MEMBRANE FXY
36 PFA DAMAGE STATE MOMENT MX
37 WELD SURFACE SRF MOMENT MY
38 FAILURE INDEX MOMENT MXY
39 FAILURE MODE TRANSV. SHEAR QX
40 0 TRANSV. SHEAR QY
Note: When STRESS(CORNER) is specified in the Case Control Section of the model, columns 1-40 for solid and shell elements are repeated for each element node. The corresponding column number is equal to:

COLUMN NUMBER + (40 x NODE NUMBER).

Composite Shell Elements

Column Number Composite Shell Individual Ply
1 0 0
2 0 0
3 0 0
4 MAX NORMAL-1 NORMAL-1
5 MAX NORMAL-2 NORMAL-2
6 MAX SHEAR-12 SHEAR-12
7 MAX SHEAR-XZ SHEAR-XZ
8 MAX SHEAR-YZ SHEAR-YZ
9 MAX PLY FAIL INDX PLY FAIL INDX
10 MAX BOND FAIL INDX BOND FAIL INDX
11 MAX STAB FAIL INDX STAB FAIL INDX
12 MAX EQV STRESS EQV STRESS
13 MIN NORMAL-1 STAB ALLW
14 MIN NORMAL-2 STAB ALLW FM
15 MIN SHEAR-12 STAB INDX WR
16 MIN SHEAR-XZ STAB INDX DP
17 MIN SHEAR-YZ STAB INDX CR
18 MIN PLY FAIL INDX STAB ALLW WR
19 MIN BOND FAIL INDX STAB ALLW DP
20 MIN STAB FAIL INDX STAB ALLW CR
21 MAX EFF STRAIN EFF STRAIN
22 MAX VON MISES VON MISES
23 MAX MAX SHEAR MAX SHEAR
24 MAX PRINCIPAL MAX PRINCIPAL
25 MIN PRINCIPAL MIN PRINCIPAL
26 MAX FAIL INDX FAILURE THEORY
27 MAX FAIL INDX PLY PLY FAIL MT-T
28 STATUS PLY FAIL MT-C
29 STAB CORE PLY PLY FAIL FB-T
30 MIN STAB ALLW PLY FAIL FB-C
31 MIN STAB ALLW PLY FRACTURE ANGLE
32 0 0
33 MEMBRANE FX 0
34 MEMBRANE FY 0
35 MEMBRANE FXY 0
36 MOMENT MX 0
37 MOMENT MY 0
38 MOMENT MXY PFA DAMAGE STATE
39 TRANSV. SHEAR QX 0
40 TRANSV. SHEAR QY 0
Note: When PARAM, COMPRSLTOUT is set to ON, columns 1-40 for composite shell elements are repeated for each ply. The corresponding column number is equal to:

COLUMN NUMBER + (40 x PLY NUMBER).

Note: When PARAM, STRENGTHRATIO is set to ON, Failure Indexes are replaced with Strength Ratios.

Shear Elements

Column Number Shear
1 ENERGY
2 % TOTAL ENERGY
3 ENERGY DENSITY
4 SHEAR-XY EDGE 1
5 SHEAR-XY EDGE 2
6 SHEAR-XY EDGE 3
7 SHEAR-XY EDGE 4
8 MAX SHEAR-XY
9 MIN SHEAR-XY
10 AVE SHEAR-XY
11 0
12 0
13 0
14 0
15 0
16 0
17 0
18 0
19 0
20 0
21 0
22 0
23 0
24 0
25 0
26 0
27 0
28 0
29 KICK NODE 1
30 KICK NODE 2
31 KICK NODE 3
32 KICK NODE 4
33 MAX KICK LOAD
34 MIN KICK LOAD
35 SHEAR FLOW EDGE 1
36 SHEAR FLOW EDGE 2
37 SHEAR FLOW EDGE 3
38 SHEAR FLOW EDGE 4
39 MAX SHEAR FLOW
40 MIN SHEAR FLOW

Axisymmetric Elements

Column Number Axisymmetric
1 ENERGY
2 % TOTAL ENERGY
3 ENERGY DENSITY
4 NORMAL-RADIAL
5 NORMAL-TANGENTIAL
6 NORMAL-AXIAL
7 0
8 0
9 SHEAR-RADIAL/AXIAL
10 0
11 0
12 0
13 0
14 0
15 0
16 0
17 0
18 0
19 0
20 0
21 0
22 VON MISES
23 MAX SHEAR/TRESCA
24 MAX PRINCIPAL
25 MIN PRINCIPAL
26 MEAN PRESSURE
27 EQV STRESS
28 EFF STRAIN-P
29 EFF STRAIN-C
30 OCTAHEDRAL
31 STATUS
32 0
33 0
34 0
35 0
36 0
37 0
38 0
39 0
40 0

Line Elements (Bar/Beam, Rod, Spring)

Column Number Bar/Beam Rod Spring
1 ENERGY ENERGY ENERGY
2 % TOTAL ENERGY % TOTAL ENERGY % TOTAL ENERGY
3 ENERGY DENSITY ENERGY DENSITY ENERGY DENSITY
4 SA-AXIAL S-AXIAL STRESS
5 SA-C S-TORSIONAL 0
6 SA-D 0 0
7 SA-E 0 0
8 SA-F 0 0
9 SB-AXIAL 0 0
10 SB-C 0 0
11 SB-D 0 0
12 SB-E 0 0
13 SB-F 0 0
14 SA-MIN 0 0
15 SB-MIN 0 0
16 SA-MAX 0 0
17 SB-MAX 0 0
18 S-MAX 0 0
19 S-MIN 0 0
20 EQV STRESS EQV STRESS EQV STRESS
21 EFF STRAIN-P EFF STRAIN-P 0
22 EFF STRAIN-C EFF STRAIN-C 0
23 LOCATION A 0 0
24 LOCATION B 0 0
25 LOCATION S-MAX 0 0
26 LOCATION S-MIN 0 0
27 STATUS STATUS STATUS
28 VON MISES 0 0
29 FORCE A-X FORCE A-X 0
30 FORCE A-Y PLANE 1 0 0
31 FORCE A-Z PLANE 2 0 0
32 MOMENT A-X MOMENT A-X 0
33 MOMENT A-Y PLANE 2 0 0
34 MOMENT A-Z PLANE 1 0 0
35 FORCE B-X FORCE B-X FORCE
36 FORCE B-Y 0 0
37 FORCE B-Z 0 0
38 MOMENT B-X MOMENT B-X 0
39 MOMENT B-Y PLANE 2 0 0
40 MOMENT B-Z PLANE 1 0 0

Line Elements (Pipe, Weld, Bush)

Column Number Pipe Weld Bush
1 ENERGY ENERGY ENERGY
2 % TOTAL ENERGY % TOTAL ENERGY % TOTAL ENERGY
3 ENERGY DENSITY ENERGY DENSITY ENERGY DENSITY
4 SA-LONGITUDINAL SA-LONGITUDINAL S-TX
5 SA-HOOP SA-TORSIONAL S-TY
6 SA-TORSIONAL SA-SHEAR S-TZ
7 SA-SHEAR SA-MAX PRINCIPAL S-RX
8 SA-MAX PRINCIPAL SA-MAX SHEAR S-RY
9 SA-MAX SHEAR SB-LONGITUDINAL S-RZ
10 SA-OCTAHEDRAL SB-TORSIONAL S-T MAX
11 SB-LONGITUDINAL SB-SHEAR S-R MAX
12 SB-HOOP SB-MAX PRINCIPAL 0
13 SB-TORSIONAL SB-MAX SHEAR 0
14 SB-SHEAR 0 0
15 SB-MAX PRINCIPAL 0 0
16 SB-MAX SHEAR 0 0
17 SB-OCTAHEDRAL 0 0
18 S-MAX PRINCIPAL 0 0
19 S-OCTAHEDRAL 0 0
20 EQV STRESS EQV STRESS EQV STRESS
21 EFF STRAIN-P EFF STRAIN-P EFF STRAIN
22 EFF STRAIN-C EFF STRAIN-C 0
23 LOCATION A LOCATION A FORCE-K
24 LOCATION B LOCATION B FORCE-B
25 0 0 FORCE-C
26 0 0 FORCE-T
27 STATUS STATUS STATUS
28 0 0 0
29 FORCE A-X FORCE A-X VISC DAMP FORCE-X
30 FORCE A-Y PLANE 1 FORCE A-Y PLANE 1 VISC DAMP FORCE-Y
31 FORCE A-Z PLANE 2 FORCE A-Z PLANE 2 VISC DAMP FORCE-Z
32 MOMENT A-X MOMENT A-X VISC DAMP MOMENT-X
33 MOMENT A-Y PLANE 2 MOMENT A-Y PLANE 2 VISC DAMP MOMENT-Y
34 MOMENT A-Z PLANE 1 MOMENT A-Z PLANE 1 VISC DAMP MOMENT-Z
35 FORCE B-X FORCE B-X FORCE-X
36 FORCE B-Y FORCE B-Y FORCE-Y
37 FORCE B-Z FORCE B-Z FORCE-Z
38 MOMENT B-X MOMENT B-X MOMENT-X
39 MOMENT B-Y PLANE 2 MOMENT B-Y PLANE 2 MOMENT-Y
40 MOMENT B-Z PLANE 1 MOMENT B-Z PLANE 1 MOMENT-Z

Contact Elements

Column Number Gap Slide Line Contact Surface
1 0 0 0
2 0 0 0
3 0 0 0
4 AXIAL FORCE MAX NORMAL FORCE MAX NORMAL FORCE
5 SHEAR FORCE-Y MAX NORMAL STRESS MAX NORMAL STRESS
6 SHEAR FORCE-Z MAX NORMAL GAP MAX NORMAL GAP
7 AXIAL DISPLACEMENT MIN NORMAL FORCE MIN NORMAL FORCE
8 TOTAL DISP-Y MIN NORMAL STRESS MIN NORMAL STRESS
9 TOTAL DISP-Z MIN NORMAL GAP MIN NORMAL GAP
10 SLIP DISP-Y MAX SHEAR FORCE MAX SHEAR FORCE-X
11 SLIP DISP-Z MAX SHEAR STRESS MAX SHEAR FORCE-Y
12 GAP STATUS MAX SLIP DISP MAX SHEAR STRESS-X
13 RSLT SHEAR FORCE MIN SHEAR FORCE MAX SHEAR STRESS-Y
14 RSLT INPLANE DISP MIN SHEAR STRESS MAX SLIP DISP-X
15 RSLT SLIP DISP MIN SLIP DISP MAX SLIP DISP-Y
16 0 CONTACT STATUS MIN SHEAR FORCE-X
17 0 MIN SHEAR FORCE-Y
18 0 0 MIN SHEAR STRESS-X
19 0 0 MIN SHEAR STRESS-Y
20 0 0 MIN SLIP DISP-X
21 0 0 MIN SLIP DISP-Y
22 0 0 CONTACT STATUS
23 0 0 RSLT SHEAR FORCE
24 0 0 RSLT SHEAR STRESS
25 0 0 RSLT SLIP DISP
26 0 0
27 0 0
28 0 0
29 0 0
30 0 0 0
31 0 0 0
32 0 0 0
33 0 0 0
34 0 0
35 0 0
36 0 0
37 0 0 0
38 0 0 0
39 0 0 0
40 0 0 0

Cable Elements

Column Number Cable
1 0
2 0
3 0
4 TENSION FORCE
5 TENSION STRESS
6 AXIAL DISPLACEMENT
7 SLIP
8 CABLE STATUS
9 0
10 0
11 0
12 0
13 0
14 0
15 0
16 0
17 0
18 0
19 0
20 EQV STRESS
21 EFF STRAIN
22 0
23 0
24 0
25 0
26 0
27 0
28 0
29 0
30 0
31 0
32 0
33 0
34 0
35 0
36 0
37 0
38 0
39 0
40 0
Parent topic: Structural Solutions – Real