11/03/2014

Workbench - Mechanical Structural Nonlinearities General Procedures

In this chapter, general tools and procedures, not specific to a particular source of nonlinearity, but useful for achieving convergence and post processing results are introduce:
A.Building a Nonlinear Model
B.Analysis Settings
C.Postprocessing Nonlinear Results

D.Workshops

What is different about building a nonlinear model vs. a linear model?
In some cases, there will be no difference!
A model undergoing mildly nonlinear behavior due to large deflection and stress stiffening effects might need no modification with regards to geometry set up and meshing.
In other cases, you must include special features:
Elements with special properties (such as contact elements)
Covered in Chapter 3 & 4
Nonlinear Material data (such as plastic stress-strain data)
Covered in Chapter 5 & 6
Include geometric features to overcome singularities that cause convergence trouble. (i.e. add radius to sharp corner for example)
You might also need to give special attention to:
Load and boundary condition limitations under large deflection
Mesh control considerations under large deflection
Element technology options under large deflection with nonlinear materials
It is important to note the orientation of loads and its effect on the structure in large-deflection analyses:
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