OptiStruct can be used to analyze the mechanical behavior of an elastic structure under a given set of loads and boundary conditions. A number of solution sequences are available, each of which is described in the Finite Element Analysis section of the User's Guide. The available solution sequences are:
· Nonlinear Quasi-static Gap Analysis
· Frequency Response Analysis (direct and modal)
· Transient Response Analysis by Fourier Transformation
The solution sequence used by a subcase is automatically determined by the contents of the subcase information section. For all of these solution sequences, it is necessary to define the following:
- the geometry of the structure
- the material properties of the structure
- the applied loads and boundary conditions
This information is provided in the bulk data section of the Input File.
The following pages detail the process of creating a finite element model:
Discretizing the geometry of the structure
Defining Geometric and Material Properties
Defining Loads and Boundary Conditions