PAMCRASH > Building A Model > Introduction to Building a Model
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Introduction to Building a Model
There are many aspects to building a finite element analysis model. In several cases, the forms used to create the finite element data are dependent on the selected analysis code and analysis type. Other parts of the model are created using standard forms.
Under Preferences on the Patran main form is a selection that defines the intended analysis code to be used for this model.
The analysis code may be changed at any time during model creation.This is especially useful if the model is to be used for different analyses, in different analysis codes. As much data as possible will be converted if the analysis code is changed after the modeling process has begun. The analysis option defines what will be presented to the user in several areas during the subsequent modeling steps.
These areas include the material and element libraries, including multi-point constraints, the applicable loads and boundary conditions, and the analysis forms. The selected Analysis Type may also affect the allowable selections in these same areas. For more details, see The Analysis Form (p. 8) in the MSC.Patran Reference Manual.
Table 2‑1 summarizes the various PAMCRASH commands supported by the Patran PAMCRASH Preference.
 
Table 2‑1
File Section
Keyword
Method
CONTROL
FREE (Free Format)
 
 
NOLIST/LIST (Listing Control)
Analysis/Output Controls
NOPRINT/PRINT (Printing Control)
Analysis/Output Controls
MNTR (Monitoring)
Analysis/Output Controls
FILE (File Name)
Analysis
CPULIMIT (CPU Limit)
Analysis/Solution Parameters/Solution Control
SHELLCHECK (Shell Geometry Limits)
Analysis/Solution Parameters/Shell Control
DATACHECK (Data Checking)
Analysis/Solution Parameters/Solution Control
TIMESTEP (Shell Time Step Control)
Analysis/Solution Parameters/Shell Control
TITLE_/_ (Job Title)
Analysis
INCLU_/_ (Include File)
Analysis/Translation Control
CTRL__/_
Analysis/
MATERIAL
SOLID TYPE 1 (Elastic Plastic, bilinear and stress/strain)
Materials/Properties (3D)
SOLID TYPE 2 (Crushable Foam)
Materials/Properties (3D)
SOLID TYPE 5 (Viscoelastic)
Materials/Properties (3D)
SOLID TYPE 99 (Null)
Materials/Properties(3D)
SHELL TYPE 100 (Null)
Materials/Properties(2D)
SHELL TYPE 101 (Elastic)
Materials/Properties(2D)
SHELL TYPE 102/103 (Elastic Plastic)
Materials/Properties(2D)
SHELL TYPE 105/106 (Elastic Plastic with damage)
Materials/Properties(2D)
SHELL TYPE 130 (composite)
Materials/Properties(2D)
BEAM/BAR TYPE 200 (Null)
Materials/Properties (1D)
BEAM/BAR TYPE 201 (Elastic)
Materials/Properties (1D)
BEAM/BAR TYPE 202 (Elastic Plastic)
Materials/Properties (1D)
BAR/DASHPOT TYPE 204 (Nonlinear)1
Materials/Properties (1D)
BEAM TYPE 212 (Elastic Plastic)
Materials/Properties (1D)
PLY DATA
PLY_ _ _/ _(Composite)
Materials/Properties(2D)
NODES
FRAME_/_ (Coordinate Frame)
Geometry
 
NODE__/_ (Nodal Point Data)
Finite Elements
 
MASS__/_ (Added Mass)
Properties (0D)
 
BOUNC_/_ (Displacement Boundary Condition)
LBC’s
 
INVEL_/_ (Initial Velocity)
LBC’s
 
VELBC_/_ (Velocity Boundary Condition)
LBC’s
 
CONLO_/_ (Concentrated Loads & Follower Forces)*
LBC’s
 
DAMP__/_ (Nodal Damping by Group)
LBC’s
ELEMENTS
SOLID_/_ (Solid Elements)
Finite Elements
 
SHELL_/_ (Shell Elements)
Finite Elements
 
BEAM__/_ (Beam Elements)
Finite Elements
 
BAR___/_ (Bar Elements)
Finite Elements
 
SPRING/_ (Spring Elements)
Finite Elements
CONSTRAINT
RIGWA_/_ (Rigid Walls)
LBC’s
NODCO_/_ (Nodal Constraints)
LBC’s
RIGBO_/_ Rigid Body (Regular only)
LBC’s
SLINT2_/_ (Sliding Interfaces)
LBC’s
AUXILIARY
FUNCT_/_ (Function)
LBC’s
PLOT
OUTPUT
THLNO_/_ (Nodal Time History)
Analysis/Output Requests
THLOC_/_ (Local Coordinate System)
Analysis/Output Requests
THLSO_/_ (Solid Element Output)
Analysis/Output Requests
THLSH_/_ (Shell and Membrane Element Output)
Analysis/Output Requests
THLBM_/_ (Beam, Bar, Spring/Dashpot etc. Output)
Analysis/Output Requests
TRAFO_/_(Cross sections for Force output)
Analysis/Output Requests
SECFO_/_(Cross sections for Force output)
Analysis/Output Requests

1 Note that Non-Linear Springs and Follower Forces are not supported in this version of the Patran PAMCRASH Preference.