•In this chapter, performing linear static
structural analyses in Simulation will be covered:
A.Geometry and Elements
B.Assemblies and Contact Types
C.Analysis Settings
D.Environment, including Loads and Supports
E.Solving Models
F.Results and Postprocessing
–
•The capabilities described in this section
are generally applicable to ANSYS DesignSpace Entra licenses
and above.
–Some options
discussed in this chapter may require more advanced licenses, but these are
noted accordingly.
•For a
linear static structural analysis, the displacements {x} are solved for in the
matrix equation below:
Assumptions:
Assumptions:
–[K] is constant
•Linear elastic material behavior is assumed
•Small deflection theory is used
•Some nonlinear boundary conditions may be
included
–{F} is statically applied
•No time-varying forces are considered
•No inertial effects (mass, damping) are
included
•It is
important to remember these assumptions related to linear static analysis.
Nonlinear
static and dynamic analyses are covered in later chapters.
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