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Finite Elements

AxisVM implements an object-oriented finite element architecture that inherits more reliability than the classical systems. Provides a variety of finite elements for modeling frames and/or surface structures. Special elements for modeling boundary conditions and connections are available. Some elements have nonlinear capabilities. 

Basically there are no limitations(*) on the number of nodes or finite elements that can be used in a model. 

Line elements: truss, beam, rib
The truss and the cubic beam element are the most widely used finite elements for bar, beam, or column modeling. The rib element is a 3-node isoparametric element with quadratic displacement interpolation that can be used similar to the beam element (but takes account for the shear deformations) or in conjunction with surface elements for eccentric rib modeling.
Surface elements: membrane, plate, shell
The surface elements are isoparametric flat quadrilateral (8/9-node) or triangular (6-node) elements. All use quadratic shape functions to interpolate displacements, and pass the patch test for arbitrary shape. The plate end shell elements use Mindlin's plate assumptions in a Heterosis formulation. 
Winkler type elastic supports  for line elements
These elements can model elastic foundation support conditions of line elements.
Nonlinear characteristics (tension only, compression only, or limit resistance)
Winkler type elastic supports  for surface elements
These elements can model elastic foundation support conditions of surface elements.
Nonlinear characteristics (tension only, compression only, or limit resistance)
Point support elements with arbitrary orientation and stiffness
These support elements can have a specified stiffness, and the resulting internal forces are the support reactions.
Nonlinear characteristics (tension only, compression only, or limit resistance)
Gap elements for contact modeling
The gap elements can model point-to-point contact conditions. The elements have a large stiffness when active and a small (but non-zero) stiffness when in an inactive state. The active state can be for compression or for tension. An initial opening can be specified for the elements.
Spring elements for linear/nonlinear support or semi-rigid connection modeling
The spring elements can account for linear or nonlinear elastic support or connection behavior.
New: Link elements for connection modeling
The link elements can be node-to-node (connect nodes to nodes), or line-to line (connect ribs, ribs to surfaces, or surface sides)
 
Rigid elements
The rigid elements can model rigid parts of your structures without assigning large stiffness values to an element. The element can have any number of nodes.
Nodal DOF (degrees of freedom)

Global and local automatic mesh generation commands are available for surface element meshes.

Loads

Various loads can be applied on the nodes and the finite elements.

 

Up to 99 load cases can be applied on a model and any number of load combinations can be generated from these load cases. The load cases can be classified in load groups for automatic critical internal force calculations. 
Distributed loads, dead loads, and thermal loads are available for the line and surface elements. 
Fluid loads for shell structures and influence line load for beam elements with moving loads are included.

bulletLoads can be located to any node or by use of the mouse
bullet Load sets can be copied
bulletLoads and boundaries can apply to geometry and finite elements

Equivalent static loads based on gravitational loads and vibration analysis results can be applied for seismic analysis.  
For vibration analysis concentrated mass can be defined. Conversion of gravitational loads to masses can be requested.

(*) The model size is limited by the hardware and the system of operation.


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