Work At Home Business Website
...Making an Internet Based, Home Business Income, Easy for Everyone Worldwide...


Add To Favorites


 

Font Size

Translate To English Translate To German Translate To Spanish Translate To French Translate To Italian Translate To Russian Translate To Portuguese Translate To Japanese Translate To Korean Translate To Chinese

Translate To Arabic


Search For:   In: 
The Finite Element Method: A Four-article Series - Part 2
Submitted By: Steve Roensch <--More?
Category: Research | Date Posted: 2006-07-31
Page Views: 10 | Rating: (?) Not Yet Rated | Wordcount: 666


The following four-article series was published in a newsletter of the
American Society of Mechanical Engineers (ASME). It serves as an introduction to the recent analysis discipline known as the
finite element method. The author is an engineering consultant and expert witness specializing in finite element analysis.

FINITE ELEMENT ANALYSIS: Pre-processing
by Steve Roensch, President, Roensch & Associates


Second in a four-part series

As discussed last month, finite element analysis i.comprised of pre-processing, solution and post-processing phases. The goals of pre-processing are to develop an appropriate finite element mesh, assign suitable material properties, and apply boundary conditions in the form of restraints and loads.

The finite element mesh subdivides the geometry into
elements, upon which are found
nodes. The nodes, which are really just point locations in space, are generally located at the element corners and perhaps near each midside. For a two-dimensional (2D) analysis, or a three-dimensional (3D) thin shell analysis, the elements are essentially 2D, but may be "warped" slightly to conform to a 3D surface. An example is the thin shell linear quadrilateral,
thin shell implies essentially classical shell theory,
linear defines the interpolation of mathematical quantities across the element, and
quadrilateral describes the geometry. For a 3D solid analysis, the elements have physical thickness in all three dimensions.common examples include solid linear brick and solid parabolic tetrahedral elements. In addition, there are many special elements, such as axisymmetric elements for situations in which the geometry, material and boundary conditions are all symmetric about an axis.

The model's degrees of freedom (dof) are assigned at the nodes. Solid elements generally have three translational dof per node. Rotations are accomplished through translations of groups of nodes relative to other nodes. Thin shell elements, on the other hand, have six dof per node: three translations and three rotations. The addition of rotational dof allows for evaluation of quantities through the shell, such as bending stresses due to rotation of one node relative to another. Thus, for structures in which classical thin shell theory is a valid approximation, carrying extra dof at each node bypasses the necessity of modeling the physical thickness. The assignment of nodal dof also depends on the class of analysis. For a thermal analysis, for example, only one temperature dof exists at each node.

Developing the mesh is usually the most time-consuming task in FEA. In the past, node locations were keyed in manually to approximate the geometry. The more modern approach is to develop the mesh directly on the CAD geometry, which will be (

1)
wireframe, with points and curves representing edges, (

2)
surfaced, with surfaces defining boundaries, or (

3)
solid, defining where the material is. Solid geometry is preferred, but often a surfacing package can create .complex blend that a solids package will not handle. As far as geometric detail, an underlying rule of FEA is to "model what is there", and yet simplifying assumptions simply must be applied to avoid huge models. Analyst experience is of the essence.

The geometry is meshed with a mapping algorithm or an automatic free-meshing algorithm. The first maps a rectangular grid onto a geometric region, which must therefore have the correct number of sides. Mapped meshes can use the accurate and cheap solid linear brick 3D element, but can be very time-consuming, if not impossible, to apply t.complex geometries. Free-meshing automatically subdivides meshing regions into elements, with the advantages of fast meshing, easy mesh-size transitioning (for a denser mesh in regions of large gradient), and adaptive capabilities. Disadvantages include generation of huge models, generation of distorted elements, and, the finite element method.

© 1996-2005 Roensch & Associates. All rights reserved.




Steve Roensch is a mechanical engineering consultant with more than 20 years of professional experience. He has analyzed hundreds of product designs and has served as an expert witness across many industries, including giving depositions and court testimony. Learn more about FiniteElement.com mechanical engineer FiniteElement.com expert witness services at FiniteElement.com.


Bookmark This Article
Click Here To Post a Comment

Article Tags:

elements    element    analysis    dof    geometry    solid    finite    shell    node    nodes    mesh    thin    linear    3d    roensch    pre-processing    material    translations    2d    locations    meshing    relative    
  Sponsored Listings

Article Comments: 0


Place Your Comments Below
Enter links to your site, resources, or e-mail like this below
and we will make them active. No HTML allowed.
http://www.YourSite.com/      mailto:You@YourSite.com
NOTE: No e-mail harvester can spider your address from this site!

Title:     Date: 2009/01/09/    
Log in to post or
Sign Up

Home Page or

Rating: (?) Not Yet Rated
Please Rate this Article:
 
Click the XML Icon Above to Receive Research Articles Via RSS!
Click Here to copy our own RSS reader you can load on your site.
Click Here to see how this category looks.

HomeAdd To Favorites | Internet Based Business | Home Based Jobs | Home Based Business | Website Marketing | Article Library
Coastal Vacations | Site Build It | WAHBWS Blog | Forum | Free Biz Books |
Classifieds | Business Opportunity Classifieds
ebay Secrets | Blogging For Dollars | Entrepreneur Club | Internet Biz Bootcamp | Email Marketing | Search Marketing Lab

 
A Portion Of Our Business Profits Help Support The San Diego Rescue Mission. Please Consider Donating As Well.

Privacy Policy | Earnings Disclaimer | Contact Us | Tell A Friend | Link To Us | Search Site | RSS Free Content
Domain Registration | Website Hosting | Search Engine Optimization | Free Recipes | Free e-Greetings

Cigars Tobacco

Work At Home Business Website
9518 Mission Gorge Road Box 711116
Santee, California 92072
(801) 992-2110
Contact Us