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No.2 LS-DYNA Element Formulation Type ver.971
Elform |
Element |
001 |
Hughes-Liu RI |
002 |
Belytschko-Tsay RI |
003 |
BCIZ triangular shell |
004 |
C0 triangular shell |
005 |
Belytschko-Tsay membrane |
006 |
S/R Hughes-Liu |
007 |
S/R co-rotational Hughes-Liu |
008 |
Belytschko-Leviathan shell |
009 |
Fully integrated Belytschko-Tsay membrane |
010 |
Belytschko-Wong-Chiang Shell |
011 |
Fast co-rotational Hughes-Liu |
012 |
Plane stress ( X-Y plane ) for 2D |
013 |
Plane strain ( X-Y plane ) for 2D |
014 |
Axisymmetric solid ( Y-axis of symmetry ) area weighted |
015 |
Axisymmetric solid ( Y-axis of symmetry ) volume weighted |
016 |
Fully integrated shell element ( very fast ) |
017 |
Fully integrated DKT,triangular shell element |
018 |
Fully integrated linear DK quadrilateral/triangular shell |
020 |
Fully integrated linear assumed strain C0 shell |
021 |
Fully integrated linear assumed strain C0 shell ( 5 DOF ) |
022 |
Linear shear panel element (3 DOF per node) |
023 |
under development |
024 |
under development |
025 |
Belytschko-Tsay shell with thickness stretch |
026 |
Fully integrated shell with thickness stretch |
027 |
C0 triangular shell with thickness stretch |
043 |
Mesh-free plane strain formulation ( X-Y plane ) |
044 |
Mesh-free axisymmetric solid formulation ( Y-axis of symmetry ) |
099 |
Simplified linear element for time-domain vibration studies |
Elform |
Element |
001 |
constant stress solid element |
002 |
fully integrated S/R solid |
003 |
fully integrated quadratic 8 node element with nodal rotations |
004 |
S/R quadratic tetrahedron element with nodal rotations |
005 |
1 point ALE |
006 |
1 point Eulerian |
007 |
1 point Eulerian ambient |
008 |
acoustic |
009 |
1 point corotational for *MAT_MODIFIED_HONEYCOMB |
010 |
1 point tetrahedron |
011 |
1 point ALE multi-material element |
012 |
1 point integration with single material and void |
013 |
1 point nodal pressure tetrahedron |
014 |
8 point acoustic |
015 |
2 point pentahedron element |
016 |
4 or 5 point 10-noded tetrahedron |
017 |
10-noded composite tetrahedron |
018 |
8 point enhanced strain solid element for linear statics only |
019 |
4 point cohesive element |
020 |
4 point cohesive element with offsets for use with shells |
041 |
Mesh-free solid formulation |
099 |
simplified linear element for time-domain vibration studies |
Elform |
Element |
001 |
Hughes-Liu with cross section integration |
002 |
Belytschko-Schwer resultant beam |
003 |
truss |
004 |
Belytschko-Schwer full cross-section integration |
005 |
Belytschko-Schwer tubular beam with cross-section integration |
006 |
discrete beam and cable |
007 |
2D plane strain shell element ( X-Y plane ) |
008 |
2D axisymmetric volume weighted shell element ( X-Y plane ) |
009 |
spotweld beam |
011 |
integrated warped beam |
012 |
resultant warped beam |