Spring 2008, MET 415 - FEA Applications I

Prof. Dave Johnson, dhj1@psu.edu, Penn State - Erie, The Behrend College

Workbench Simulation Approach


Before attaching the geometry, you can specify several options that determine the characteristics of the geometry you choose to import [Project > Model > Geometry, then Preference in the Details Area]. These options are:

Material: Structural Steel (default) –or– new –or– import from library

Stiffness Behavior: Flexible (default) or Rigid

Nonlinear Material Effects: Yes (default) or No

Connections: contact regions, joints, or springs

Mesh:  mesh controls (help links to WB Meshing Help)

Define an Analysis Type: New Analysis

Analysis Settings: automatically inserted under the Analysis Type

Settings/Values are shown in the Details Area

 Loads:

·        Are defined at the “End Time” of each Load Step

·        Can be step-applied or ramped (default) over substeps

·        Can be defined as constant, tabular, or from a function (equation)

Supports (fixed, frictionless, compression-only) do not change over time.

 

Solve

 

Review Results

 

Generate an HTML Report

 

ANALYSIS TYPES:

· Static Structural Analysis

o       Help includes detailed example of sequentially tightening 3 of 6 bolts around a flange. 

o       An example/practice file is provided (bolts.dsdb) for ALL WB installations.  (Sequenced Analysis Steps with Bolt Preload conditions)

o       Bolts.dsdb: 27 parts assembly, 51 automatic contact regions

· Flexible Dynamic Analysis

o       Structural dynamics – time-history analysis

o       Example/practice tip vibration of cantilever beam

· Rigid Dynamic Analysis (kinematics)

o       Output:  forces, displacement, acceleration (no stress or strain)

· Modal Analysis

o       Determine natural frequencies of a system

o       Linear material/conditions ONLY

· Harmonic Response Analysis

o       Forced vibration (sustained cyclic input load)

o       Example: H-shaped structure

· Shape Optimization Analysis (Topological Optimization)

o       Best us of material – based on stiffness, not on stress or strain

o       Linear conditions ONLY

o       Example: H-shaped structure

· Steady-State Thermal Analysis

o       Heat transfer without start-up or shutdown effects – loads don’t vary over time

o       Determine temperature or heat flow

· Transient Thermal Analysis

o       Heat transfer with loads that vary over time

o       Determine temperature, heat flow, energy storage

· Magnetostatic Analysis

o       Static magnetic field analysis – not varying with time

o       Example – actuator: magnetic field can create force on parts leading to deformation and stress

2D Models:

SYMMETRY:

 FLUID-STRUCTURE INTERACTION

 WIZARDS