The general contact element has three basic states which results in an element with four distinct regions of stiffness:
Material damping parameters can have distinct values depending on whether the element is locked, coupled, or unlocked.
The first parameters that must be specified for a general contact element part are in the General tab of the Element Definition dialog. You must input the area of the constant cross-section in the Cross-Sectional Area field. You must specify the mass of the general contact element based on the initial length. The same value remains in effect regardless of the length to which the element is stretched or compressed during the course of the analysis. If gravity or acceleration loads are going to be present in the model, you must specify a value in either the Element Mass field or the Mass Density field.
For the general contact elements to have a stiffness applied when they are not in a coupled or contact state, specify the moduli in tension and compression in the Unlocked Tension Modulus and Unlocked Compression Modulus fields in the Unlocked tab. If you specify a value in the Resistant Force field, it will be applied as an axial force.
For the general contact elements to have a stiffness applied when the length becomes shorter than a certain value, specify the length in the Contact Distance field in the Contact tab and specify the modulus in the Contact Modulus field. Since the element cannot become shorter than 0 units, a contact distance of 0 is not a realistic distance for true contact. Use a small, finite value for the contact distance. Use a value of 0 if you do not want any contact region.
For the general contact elements to have a stiffness applied when the length becomes longer than a certain value, specify the length in the Coupling Length field in the Coupling tab and specify the modulus in the Coupling Modulus field. A value of 0 indicates there is no coupling region.
In all cases (unlocked, contact, and coupling), the stiffness of the element will be the product of the modulus (E) and cross-sectional area (A) divided by the length (L), or stiffness = A*E/L. The length L depends on the length of the element as drawn in the model and the input lengths of contact distance and coupling length. Refer to the following figure and table.
Figure 1: Stiffness of General Contact Element
where
Initial Element Length, Lo | |||
---|---|---|---|
Lo < Lcnt | Lcnt < Lo < Lcpl | Lo > Lcpl | |
Stiffness, K |
Kcnt = A*Ec/Lcnt + A*Ecnt/Lcnt no unlocked compression Kt = A*Et/Lcnt Kcpl = Kt + A*Ecpl/Lcpl |
Kcnt = Kc + A*Ecnt/Lcnt Kc = A*Ec/Lo Kt = A*Et/Lo Kcpl = Kt + A*Ecpl/Lcpl |
Kcnt = Kc + A*Ecnt/Lcnt Kc = A*Ec/Lo no unlocked tension Kcpl (for L>Lo) = A*Et/Lo + A*Ecpl/Lcpl Kcpl (for L<Lo) = A*Ec/Lo + A*Ecpl/Lcpl |
Initial Force, Fo | Fo = 0 | Fo = 0 | Fo = Kcpl*(Lo-Lcpl) |
where Ecnt, Ec, Et, and Ecpl are moduli for contact, unlocked compression, unlocked tension, and coupling, respectively. |
For a damping force to be applied to the general contact element, enter a value in the Dashpot Coefficient field in the Damping tab. The damping force will be proportional to this value and the cross-sectional area. For the damping effects of the material to be accounted for, specify the damping coefficient for each state in the Unlocked Damping, Locked Damping, and Coupling Damping fields. In order for these properties to affect the calculated forces and stresses, activate the Output includes damping effects check box.
You can specify tensile and compressive stress limits for general contact elements. Once either of these stresses is surpassed the element will break. You can specify these stresses in the appropriate Breaking Stress fields in the Breaking tab. In order for this field to be available, you must select an option other than None in the Breaking disables drop-down box. If the Unlocked condition option is selected, the unlocked modulus will be set to 0 after the tensile or compressive stress exceeds the breaking stress. If the Coupling condition option is selected, the coupling modulus will be set to 0 after the tensile stress exceeds the breaking stress. If the Contact condition option is selected, the contact modulus will be set to 0 after the compressive stress exceeds the breaking stress. If the Both unlocked and coupling condition option is selected, the unlocked and coupling moduli will be set to 0 after the tensile stress exceeds the breaking stress. If the Both unlocked and contact condition option is selected, the unlocked and contact moduli will be set to 0 after the compressive stress exceeds the breaking stress.