can be of a dashpot-like viscous nature in transient or steady-state
dynamic analyses;
can be of a “structural” nature, related to complex stiffness, for steady-state dynamics
procedures that support nondiagonal damping;
can be defined in any connector with available components of relative
motion;
can be specified for each available component of relative motion
independently, in which case the behavior can be linear or nonlinear for
viscous nature damping;
can be specified as dependent on relative positions or constitutive
motions in several local directions for viscous nature damping; and
can be specified for all available components of relative motion as
coupled damping behavior.
The directions in which the forces and moments act and the relative velocities are measured are
determined by the local directions as described in Connection-Type Library for each connection type. In dynamic analysis the
relative velocities are obtained as part of the integration operator; in quasi-static analysis
in Abaqus/Standard the relative velocities are obtained by dividing the relative displacement increments by
the time increment.
Defining Linear Uncoupled Viscous Damping Behavior
In the simplest case of linear uncoupled damping you define the damping coefficients for the
selected components (that is, for component 1, for component 2, etc.), which are used in the equation
where
is the force or moment in the
component of relative motion and
is the velocity or angular velocity in the
direction. The damping coefficient can depend on frequency (in
Abaqus/Standard),
temperature, and field variables. See
Input Syntax Rules
for further information about defining data as functions of frequency,
temperature, and field variables.
In most cases if frequency-dependent damping behavior is specified in an
Abaqus/Standard
analysis procedure, the data at zero frequency is used. The exceptions are
direct-solution steady-state dynamics, subspace-based steady-state dynamics,
and natural or complex eigenvalue extraction.
Defining Linear Coupled Viscous Damping Behavior
In the linear coupled case you define the damping coefficient matrix
components, ,
which are used in the equation
where
is the force in the
component of relative motion,
is the velocity in the
component, and
is the coupling between the
and
components. The C matrix is assumed to be symmetric, so
only the upper triangle of the matrix is specified. In connectors with
kinematic constraints the entries that correspond to the constrained components
of relative motion will be ignored. The damping coefficient can depend on
temperature and field variables. See
Input Syntax Rules
for further information about defining data as functions of temperature and
field variables.
Defining Unsymmetric Linear Coupled Viscous Damping Behavior
As with linear coupled elastic behavior (Connector Elastic Behavior),
Abaqus/Standard
allows you to define an unsymmetric coupled viscous damping matrix. In the
linear coupled case you define the damping coefficient matrix components,
,
which are used in the equation
where
is the force in the
component of relative motion,
is the velocity in the
component, and
is the coupling between the
and
components. The C matrix is assumed to be unsymmetric, so
the entire matrix is specified. The entries that correspond to the constrained
components of relative motion are ignored. When the unsymmetric matrix storage
and solution scheme are used, the damping coefficients can depend on frequency,
temperature, and field variables. See
Input Syntax Rules
for further information about defining data as functions of frequency,
temperature and field variables.
Defining Nonlinear Viscous Damping Behavior
For nonlinear damping you specify forces or moments as nonlinear functions
of the velocity in the available components of relative motion directions,
.
These functions can also depend on temperature and field variables. See
Input Syntax Rules
for further information about defining data as functions of temperature and
field variables.
Defining Nonlinear Viscous Damping Behavior That Depends on One Component Direction
By default, each nonlinear force or moment function is dependent only on the
velocity in the direction of the specified component of relative motion.
Defining Nonlinear Viscous Damping Behavior That Depends on Several Component Directions
In addition to the torsional spring resisting relative rotations, the shock
absorber damps translational motion along the line of the shock with a dashpot.
To include a nonlinear dashpot behavior that is dependent on the relative
position between the attachment points, use the following input:
Structural connector damping is supported in steady-state dynamics and modal
transient procedures that support non-diagonal damping (for example, direct
solution steady-state dynamics).
Defining Linear Uncoupled Structural Damping Behavior
You define the damping coefficients, ,
for the selected components (i.e.,
for component 1,
for component 2, etc.), which are used in the equation
where
is the structural damping matrix,
is the imaginary part of the force or moment in the
direction of relative motion,
is the displacement in the
direction, and
is the stiffness matrix. The damping coefficient can depend on frequency.
Defining Linear Coupled Structural Damping Behavior
You define 21
damping coefficients (the symmetric half of the 6 × 6 damping coefficient
matrix), which are used in the equation
where
is the structural damping matrix,
is the imaginary part of the force in the
direction of relative motion,
is the displacement in the
direction, and
is the stiffness matrix. The damping coefficient matrix cannot depend on
frequency.
Defining Connector Damping Behavior in Linear Perturbation Procedures
In both the direct-solution and subspace-based steady-state dynamic
procedures, the viscous or structural damping defined using an uncoupled
connector damping behavior may be frequency dependent. In other linear
perturbation procedures connector damping behavior is ignored.