更新日: 04/Sep/2012

  1. Shell要素
  2. Solid要素
  3. Beam要素

Shell Elements

Elform Element
001 Hughes-Liu
002 Belytschko-Tsay
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
011 Fast (co-rotational) Hughes-Liu
012 Plane stress ( X-Y plane )
013 Plane strain ( X-Y plane )
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 8-node quadratic quadrilateral shell
024 6-node quadratic triangular shell
025 Belytschko-Tsay shell with thickness stretch
026 Fully integrated shell with thickness stretch
027 C0 triangular shell with thickness stretch
041 Mesh-free (EFG) shell local approach
042 Mesh-free (EFG) shell global approach
043 Mesh-free (EFG) plane strain formulation ( X-Y plane )
044 Mesh-free (EFG) axisymmetric solid formulation ( Y-axis of symmetry )
046 Cohesive element for two-dimensional plane strain, plane stress, and area-weighted axisymmetric problems (type 14 shells)
047 Cohesive element for two-dimensional volume-weighted axisymmetric problems (use with type 15 shells)
052 Plane strain (x-y plane) XFEM, base element type 13
054 Shell XFEM, base element type defined by BASELM (default 16)
098 Interpolation shell
099 Simplified linear element for time-domain vibration studies
201 Isogeometric shells with NURBS

Solid Elements

Elform Element
-02 fully integrated S/R solid intended for elements with poor aspect ratio, accurate formulation
-01 fully integrated S/R solid intended for elements with poor aspect ratio, efficient formulation
000 1 point corotational for *MAT_MODIFIED_HONEYCOMB
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 elements with offsets for use with shells
041 Mesh-free (EFG) solid formulation
042 Adaptive 4-noded mesh-free (EFG) solid formulation
098 Interpolation solid
099 simplified linear element for time-domain vibration studies
115 1 point pentahedron element with hourglass control

Beam Elements

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/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
013 small displacement, linear Timoshenko beam with exact stiffness
014 Integrated tubular Elbow element