An explicit is solved by calculating results in small time increments or time steps. The size of the time step depends
on many factors but is automatically calculated by Radioss.
The two beam elements available in Radioss are used on one-dimensional structures and frames. It carries axial loads, shear forces, bending and torsion
moments (contrary to the truss that supports only axial loads).
This spring is a simplification of spring TYPE13; in which the properties of the spring cross-section are considered
to be invariable with respect to Y and Z.
Under-integrated elements are very familiar in crash worthiness. In these elements, a reduced number of integration
points are used to decrease the computation time. This simplification generates zero energy deformation modes, called
hourglass modes.
Composite materials consist of two or more materials combined each other. Most composites consist
of two materials, binder (matrix) and reinforcement. Reinforcements come in three forms, particulate,
discontinuous fiber, and continuous fiber.
Optimization in Radioss was introduced in version 13.0. It is implemented by invoking the optimization capabilities of
OptiStruct and simultaneously using the Radioss solver for analysis.
Kinematic joints are declared by /PROP/KJOINT. Joints are defined
by a spring and two local coordinate axes, which belong to connected bodies.
Assume that the connected bodies are rigid to ensure the orthogonality of their local axis.
However, deformable bodies may also be connected with a joint. If the axis becomes
non-orthogonal during deformation, the stability of the joint cannot be ensured.
There are several kinds of kinematic joints available in Radioss,
which are listed in Kinematic Joint Types.
Kinematic Joint Types
Type No.
Joint Type
dx
dy
dz
x
y
z
1
Spherical
x
x
x
0
0
0
2
Revolute
x
x
x
0
x
x
3
Cylindrical
0
x
x
0
x
x
4
Planar
x
0
0
0
x
x
5
Universal
x
x
x
x
0
0
6
Translational
0
x
x
x
x
x
7
Oldham
x
0
0
x
x
x
8
Rigid
x
x
x
x
x
x
9
Free
0
0
0
0
0
0
x: denotes a blocked degree of freedom
0: denotes a free (user-defined) degrees of freedom
Joint properties are defined in a local frame computed with respect to two connected
coordinate systems. They do not need to be initially coincident. If the initial
position of the local coordinate axis coincides at any time, the joint local frames
are defined at a mean position. Then the joint local frame will be computed with
respect to these rotated axes.
There are a total of six joint degrees of freedom: and . They are computed in the local skew frame.
In each type of joint you distinguish the blocked degrees of freedom and the free
degrees of freedom. The blocked degrees of freedom are characterized by a constant
stiffness. Selecting a high value with respect to the free degrees of freedom
stiffness is recommended. The free degrees of freedom have user-defined
characteristics, which can be linear or nonlinear elastic, combined with a
sub-critical viscous damping.
The translational and rotational degrees of freedom are defined as:(1)
Where, and are total displacement of two joint nodes in the
local coordinate system.(2)
Where, and are total relative rotation of two connected body
axes, with respect to the local joint coordinate frame.
Forces and Moments Calculation
The force in direction
is computed as:
Linear spring:
: Translational stiffness
(Ktx,
Kty, and
Ktz)
: Translational viscosity
(Ctx,
Cty, and
Ctz)
Nonlinear spring:
The moment in direction is computed as:
Linear spring:
: Rotational stiffness
(Krx,
Kry, and
Krz)
: Rotational viscosity
(Crx,
Cry, and
Crz)
Nonlinear spring:
The joint length may be equal to 0. It is recommended to use a zero length spring to define a
spherical joint or a universal joint. To satisfy the global balance of moments in a
general case, correction terms in the rotational degrees of freedom are calculated
as:(3)
(4)
(5)
Joints do not have user-defined mass or inertia, so the nodal time step is always used.