|
Geometrically
nonlinear Elements
|
Material
library
|
|
Shell
element
|
1.
XSHELL41
: 4 nodes quasi-conforming
element
2.
XSHELL82
: 8 nodes element
with a penalty
function
3.
XSHELL83
: 8 nodes assumed
natural strain element
4. XSHELL3Q
: 3 nodes quasi
conforming shell element
|
Laminated
Composite materials
Von-Mises,
Ilyusin-Ivanov :
Small &
large strainStrain
Elasto-plasticity
with straining
hardening
|
|
Frame
&
Beam element
|
1.
XFRAME :
2 nodes linear frame
element
2. XBEAM2Q
: 2-nodes quasi-conforming
beam
element with 7 th
D.O.F. (Warping)
|
-
Elasto-plasticity
with straining
hardening
(Von-Mises)
-
Creep & shrinkage
-
General Nonlinear
-Concrete
- Mander
Model
|
|
Solid
element
|
1.
XSOLID82
: EAS, Assumed Natural
Strain Method
2. XSOLID83
: EAS with 21 enhanced
term
3. XSOLID84
: Pre-integrated
solid element
|
-
Von-Mises
-
Mohre-Column plasticity
- Drecker-Prager
Plasticity
-
Tresca Plasticity
|
|
Plane
element
(Plane
strain/
stress/axi-symmetric)
|
1.
XMEMBQ :
4-nodes quasi conforming
Plane
element with rotational
degree of freedom
2.
XMEMBE :
4-nodes Enhanced
Assumed
SRAIN Plane element
3.
XMEMB8 :
8-nodes plane element
|
-
Von-Mises
-
Mohre-Column plasticity
- Drecker-Prager
Plasticity
-
Tresca Plasticity
|
|
Truss
element
|
XTRUSS2
: Three dimensional
2-nodes element
|
-
Von-Mises
|
|
Cable
element
|
XCABLE1
: Parabolic element
XCABLE2
: Catenary element
|
-
Material Nonlinear
|
|
Spring
element
|
XSPRING
: Three dimensional
element
(Three
translations &
rotation)
|
-
Global & local
- Base Isolation
-
Pin & Hinge(End
realease)
|
|
Nonlinear
link element
|
Gap,
Hook , Gap &
Hook Element
|
|
|
Contact
element
|
1-D
Bond-slip element
2-D
& 3D Concrete-steel
interface element
(Bond-slip
Element)
2-D
& 3D Concrete-Soil
interface
element
|
-
Mohre-Column plasticity
- Drecker-Prager
Plasticity
-
Maekawa
|
