Products: ABAQUS/Standard ABAQUS/Explicit ABAQUS/CAE
can be defined for connection types with available components of relative motion;
can incorporate simple spring, dashpot, and node-to-node contact as particular applications;
may include linear or nonlinear force versus displacement and force versus velocity behavior for the unconstrained relative motion components;
can include uncoupled or coupled behavior specifications;
can allow frictional force in an unconstrained component of relative motion to be generated by any force or moment in the connection;
can allow for plasticity definitions for individual components or coupled plasticity definitions using user-defined yield functions;
can be used to specify sophisticated damage mechanisms with various damage evolution laws;
can provide user-defined locking criteria to lock in the current position all relative motion in the connector element or a single unconstrained component of relative motion; and
can be used to specify failure of the connector element.
You can assign the name of a connector behavior to particular connector elements.
Connector behaviors allow for modeling of the following types of effects:
spring-like elastic behavior;
rigid-like elastic behavior;
dashpot-like (damping) behavior;
uncoupled: the behavior is specified separately in individual available components of relative motion;
coupled: all or several of the available components of relative motion are used simultaneously in a coupled manner to define the behavior; or
combined: a combination of both uncoupled and coupled definitions are used simultaneously.
A conceptual model illustrating how connector behaviors interact with each other is shown in Figure 25.2.11.
Multiple definitions for the same behavior type are permitted. For example, if connector elasticity (or damping) is defined several times in an uncoupled fashion for the same available component of relative motion, in a coupled fashion, or in both fashions, the spring-like (or dashpot-like) responses are added together. Multiple definitions of friction, plasticity, and damage behaviors are permitted as long as the rules outlined in the corresponding behavior sections are followed. Multiple uncoupled stop and lock definitions for the same component are permitted, but only one will be enforced at a time.
Tabular data are often used to define connector behaviors, such as nonlinear elasticity, isotropic hardening, etc. As shown in Figure 25.2.12, the data points make up a nonlinear curve in the constitutive space. The curve is flat outside of the range defined by the two endpoints and will cause zero stiffness in the connector elements.
ABAQUS/Explicit regularizes the data into tables that are defined in terms of even intervals of the independent variables. In some cases where the dependent quantities are defined at uneven intervals of the independent variables and the range of the independent variable is large compared to the smallest interval, ABAQUS/Explicit may fail to obtain an accurate regularization of your data in a reasonable number of intervals. In this case the program stops after all data are processed and issues an error message that you must redefine the behavior data. See Material data definition, Section 16.1.2, for a more detailed discussion of data regularization.
In many cases connector behavior is specified in an uncoupled manner in individual available components of relative motion. Coupled behavior can be defined for all or some of the available components of relative motion in a connector.
For coupled plasticity, damage, and, in certain situations, friction behavior, additional functions describing the nature of the coupling effects must be defined (see Connector functions for coupled behavior, Section 25.2.4). These functions do not define a behavior by themselves but are used as tools for building a desired behavior. For example, these functions may be used to define:
sophisticated yield functions in the connector force space for coupled plasticity behavior;
friction-generating contact forces for friction behavior; or
force or relative motion magnitude measures needed for damage behavior specifications.
|Input File Usage:||Use the following input to define uncoupled behavior:|
*CONNECTOR BEHAVIOR OPTION, COMPONENT=n
Use the following input to define coupled behavior:
*CONNECTOR BEHAVIOR OPTION
Interaction module: connector section editor: Addconnector behavior: Coupling: Uncoupled or Coupled
In all nonlinear uncoupled connector kinetic behaviors the independent variable is the connector available component in the direction for which the response is defined. When modeling the following connector behaviors, the properties can also depend on relative positions or constitutive displacements/rotations in several component directions:
connector derived components, and
|Input File Usage:||Use the following option to specify that the connector behavior properties are dependent on components of relative position included in the behavior definition:|
*CONNECTOR BEHAVIOR OPTION, INDEPENDENT COMPONENTS=POSITION (default)
Use the following option to specify that the connector behavior properties are dependent on components of constitutive relative displacements or rotations included in the behavior definition:
*CONNECTOR BEHAVIOR OPTION, INDEPENDENT COMPONENTS=CONSTITUTIVE MOTION
In either case the first data line identifies the independent component numbers to be used in determining the dependencies, and the additional data for the connector behavior definition begin on the second data line.
|ABAQUS/CAE Usage:||For elasticity or damping behavior, use the following input to specify that connector behavior properties are dependent on relative position or constitutive relative displacements/rotations:|
Interaction module: connector section editor: AddElasticity or Damping: Coupling: Coupled on position or Coupled on motion, select components and enter data
For connector derived components, use the following input to specify that connector behavior properties are dependent on relative position or constitutive relative displacements/rotations:
Interaction module: connector section editor: AddFriction: Friction model: User-defined, Contact Force AddFriction, Plasticity, or Damage: Force Potential, Initiation Potential, or Evolution Potential Specify derived component, Use local directions: Independent position components or Independent constitutive motion components, select components and enter data
For friction behavior specifying internal contact forces, use the following input to specify that connector behavior properties are dependent on relative position or constitutive relative displacements/rotations:
Interaction module: connector section editor: AddFriction: Friction model: User-defined, Contact Force, Use independent components: Position or Motion, select components and enter data
In many connector behavior definitions, material-like behavior has a reference position where the force or moment is zero, which is different from the initial position. This is the case, for example, in a spring that has nonzero force or moment in the initial configuration. In these situations the most convenient way to define the connector behavior is relative to the nominal or reference geometry where the forces or moments vanish.
You can define the translational or angular positions at which constitutive forces and moments are zero by specifying up to six reference values (one per component of relative motion): three lengths and three angles (in degrees). The reference lengths and angles affect only spring-like elastic connector behavior and, if the friction-generating contact force (moment) is a function of the relative displacement (rotation), connector friction behavior. By default, the reference lengths and angles are the length and angle values determined from the initial geometry. See Connection-type library, Section 25.1.5, for the meaning of the reference lengths and angles for each connection type.
|Input File Usage:|
*CONNECTOR CONSTITUTIVE REFERENCE length 1, length 2, length 3, angle 1, angle 2, angle 3
Interaction module: connector section editor: AddReference Length: Length associated with CORM
In many cases connectors are precompressed or preextended when installed in assemblies. In such cases the connector force is nonzero in the initial configuration. While nonlinear elasticity could be used to define nonzero force in the initial configuration, it is often more convenient to specify a (linear) spring stiffness plus a reference length or angle at which the force or moment is zero. For example, linear uncoupled elastic behavior defined with the connection type AXIAL would have force given by the equation
An input file template for a connector model of the shock absorber in Figure 25.1.21 is presented in Connectors: overview, Section 25.1.1. A reference angle of 22.5° is defined for the nonlinear torsional spring as the fourth data item (corresponding to the connector's fourth component of relative motion) in the connector constitutive reference:
*CONNECTOR BEHAVIOR, NAME=sbehavior ... *CONNECTOR CONSTITUTIVE REFERENCE , , , 22.5The effect of this reference angle is that the nonlinear torsional spring has a zero moment at an angle of 22.5°.
In ABAQUS/Explicit kinematic constraints, stops, locks, and actuated motion in connector elements are treated with implicit time integration. By default, connector constitutive behavior (for example, elasticity, damping, and friction) is also integrated implicitly. The advantage of implicit time integration is that elements with these behaviors do not affect the stability or time incrementation of the analysis in any way.
In certain problems, such as single precision analyses with “soft” springs together with “stiff” springs (i.e., several orders of magnitude difference in spring stiffness) or soft springs together with kinematic constraints, implicit time integration of the constitutive response may lead to poor solution resolution. In this case you can specify a more traditional explicit time integration for the constitutive response. This explicit time integration may lead to a small improvement in computational performance. However, explicit integration of relatively stiff springs will reduce the global time increment size, since such connector elements are included in the stable time increment size calculation.
Interaction module: connector section editor: AddIntegration: Integration: Implicit or Explicit
In linear perturbation procedures (see General and linear perturbation procedures, Section 6.1.2) the connector element kinematics are linearized about the base state. Hence, linearized versions of kinematic constraints are applied, and the connector behavior is linearized about the state at the end of the previous general analysis step.
Connector element behaviors allow for proper modeling of most physical connection behaviors within a single connector element. However, in rare circumstances more complex connection behaviors may require multiple connector elements to be used in parallel or in series. You place connector elements in parallel by defining two or more connector elements between the same nodes. You place connectors in series by specifying additional nodes (most often in the same location as the nodes of interest) and then stringing connector elements between these nodes.
For example, assume that you would like to define a connector stop that exhibits elastic-plastic behavior upon contact. Since this is not permitted within the context of one connector behavior definition, you can circumvent the limitation by using two connector elements in series. This concept is illustrated in Figure 25.2.14.
Connectors in parallel can be used as well to model complex kinetic behavior. For example, assume that you need to define an elastic-viscous connector with spring-like and dashpot-like behaviors in parallel (for example, the strut in an automotive suspension). Assume that damage can occur only in the dashpot once it is stretched/compressed beyond specified limits. Since this is not permitted within the context of one connector behavior definition, you can circumvent the limitation by using two connector elements in parallel. This concept is illustrated in Figure 25.2.15.Connector damage behavior, Section 25.2.7) can be used to degrade the entire behavior in the second element. Thus, only the dashpot behavior will eventually degrade.