Z_SOIL v2007
New features vs Z_SOIL v6



General
options:
1.
Large displacements and rotations for all types of elements (including
contact)
2.
Dynamics (supported for structural elements only) (Newmark and HHT time
integration schemes)
3. Pushover analysis
4.
Mesh tying (connection of dissimilar meshes in 2D and 3D) with high
accuracy
5.
Hinges in shell elements
6.
New beam elements for modeling of structures (no need to split
structural members even in nonlinear range)
7.
New construction algorithm for evolving structures
8.
Modified ECP Hujeux model for soils
9.
"True" M-C model with cut-off dilatancy
10.
User defined 1D fiber model for beams
11. Highly accurate finite elements for modeling structures via
continuum elements (applicable to the elastic constitutive model only)
12. Data verification at the preprocessing level
Preprocessing options:
1. Fully integrated 2D/3D graphical preprocessor
2.
Generation of the data on 2 levels: macro-model and FE model
2.1 Mesh generation methods for 2D macroelements
a) Structured -- based on
quadrilateral or triangular template
b) Unstructured (automatic with
Q-morph technique) for any 2D domain
c) Morphing of existing mesh on
skeleton
2.2 Mesh generation methods for 3D macroelements
a) Structured for volumes -- based on brick or wedge
skeleton templates
b) Structured for surfaces --
based on quadrilateral or triangular skeleton templates
c) Morphing of continuum meshes
on macro-brick or macro-wedge skeletons
d) Morphing of surface
meshes on quadrilateral or triangular skeletons
e) Several extrusion methods
3.
New algorithm for generating contact interfaces in 2D
4.
Intersection of 3D surfaces
5.
Automatic mesh refinement in 2D/3D
6. Automatic generation of existence functions for multi-stage
excavations
7. CAD type tools to draw macro-model skeleton
8. New
management system for materials, existence functions and load time
functions; discontinues numbering and Add / Delete options are available
Postprocessing
options:
1.
Fully integrated 2D/3D postprocessor
2.
Highly accurate new stress recovery technique for continuum and shell
elements
3.
Reduction of the volume of the output for continuum and shell/membrane
elements (reduced to the center of the element only)
4.
New technique to recover stress resultants M, N, T from continuum
elements in 2D models
5.
Visualization of colour contours of stresses in elastic and layered
shells (core material only)
6.
Automatic reporting capabilities (via Excel) for pushover analysis and
visualization of the 1-st eigenmode
7. Visualization of plastic zones in nonlinear structural elements
(beams, shells)
Documentation
and tutorials:
1.
All documentation is prepared in form of PDF files with an extended
index
2. Tutorials are prepared in form of video films