For
finite element analysis (FEA) users, it's important to keep in mind that some
types of elements might not transmit all types of loads through their nodes.
For example, two structural beam elements connected together behave like a
fully welded connection because the beam elements will transmit three forces
(axial and two shears) and three moments (torsion and two bending). However, a
beam element connected to a truss element behaves like a pinned joint because
the truss element can only transmit axial forces. The concept of what forces
are transmitted and consequently what loads and restraints can be applied is
known as degree of freedom (DOF).
The
DOF is important to understand in determining how loads can be applied, how
boundary conditions restrain the model and how different element types need to
be connected together. A translational DOF indicates that forces are
transmitted through the nodes and a rotational DOF indicates that moments are
transmitted through the nodes.
For
example, two-dimensional (2-D) elements only have translational DOFs. Thus, you
cannot apply a nodal moment to a 2-D element; mathematically, the element
cannot react to the moment.
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Figure
1: 2D Elements (Triangular)
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Figure
2: 2D Elements (Quadrilateral)
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In
addition, a "fully fixed" boundary condition cannot provide a moment
restraint to a brick element because brick elements only have translational
DOFs.
Figure 3: Brick
Elements (8 noded)
Finally,
the beam to truss element connections could be unstable because the truss
element will not prevent the beam element from rotating; if the other end of
the beam is free to translate, then the connection behaves like a ball joint.
Figure 4: Beam
Element to Truss Element connection
The
last two examples may result in model stability messages (such as "model
not tied down enough") during a linear static stress analysis.
Table 1: DOFs for common
structural element types.
Element
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Degrees
of Freedom
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Truss
|
translation in X, Y, Z
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Beam
|
translation in X, Y, Z; rotation in X, Y, Z
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2-D
|
translation in Y, Z
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Brick
|
translation in X, Y, Z
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Plate
|
translation in X, Y, Z; Two in-plane rotation DOFs
(The out-of-plane rotational DOF is not considered for plate
elements)
|
Note: This is a small subset
of the available element types in Autodesk Simulation Mechanical software, see the User's Guide for a full list.
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