In order for loads to be transferred between elements, the nodes typically are connected together. For example, nodes can either be directly bonded, or they can be connected by multipoint constraint (MPC) equations or 1D elements. Consider two bodies that begin an analysis separated. Additionally, assume that you have not defined any means of connecting them. No interaction occurs during the analysis, and the bodies can pass through each other.
In linear analyses, surface contact is achieved by connecting nodes on adjacent parts with 1D gap or contact elements. In nonlinear analyses, general surface-to-surface contact is defined between parts or surfaces. The solver keeps track of the motion of the contact surfaces and produces resistive forces when the surfaces move together. Complex algorithms determine the contact stiffness and attempt to minimize contact chatter and surface penetration.
You can define surface-to-surface contact in Mechanical Event Simulation and other nonlinear stress analyses, but not for Natural Frequency (Modal) with Nonlinear Material Models. Create surface-to-surface contact pairs when surfaces might come into contact with each other during the analysis or when they are initially in contact but are free to slide or separate. The processor determines the distance between the nodes on one surface and the element faces on the adjacent surface. The distance is evaluated for each time step of the analysis. When the nodes are sufficiently close to each other to indicate surface interaction, a force is applied to prevent penetration.
Before you start a contact analysis, you must clearly identify where the contact interaction might occur during the analysis. (Although possible, it is very inefficient to define every surface of every part as contacting every surface of every other part.) Not only can multiple target surfaces interact with one master surface, but self-contact is also possible in large deformation problems. A part can deform enough that it contacts itself (such as the folds of rubber bellows when they are closed during axial compression of the bellows). In such cases, the user must define multiple contact pairs that cover all potential contact interaction.
The contact pairs can consist of any two arbitrary surfaces. Surface-to-surface contact produces interaction between the nodes on one surface and the element faces of the other surface (and optionally, vice versa). However, to speed up the contact search, the user should only specify the contact pairs that will definitely interact within the given event duration. The analysis converges more rapidly if the number of potential contact elements is minimized, especially in problems that involve small areas of sliding contact.
You must take special care when working with hand-built models. To define where contact can occur, assign a unique surface number attribute to the lines along the surfaces that will come into contact. When an element face is bounded by lines of different surface numbers, a voting rule is used to determine which surface number applies to the face. To determine which of the six possible faces of a brick element are in contact, the solver checks the surface number of each line comprising the element. Each face that has a majority of boundary lines on the highest surface number (3 of 4 lines, or 2 of 3 lines) can participate in contact. Faces whose lines are not on the highest surface number of the element cannot participate in contact. Therefore, majority lines along the contact face should have the highest surface number of any of the lines comprising the elements that come into contact.
For CAD-based solid meshes, all interior mesh lines are on surface 0 (zero). Therefore, the outer (contact) surfaces are always on higher surface numbers than the other element faces, except perhaps at exterior corners, where two or more faces of a brick are on exterior surfaces. In addition, the CAD surface numbers are used to identify the contact faces, rather than the surface attributes of the individual lines around each face. Therefore, you need not be concerned about the voting rule when working with CAD-based meshes (assuming that you have not manually modified the mesh).
If you modify the mesh of a CAD-based model (such as by reassigning surface number attributes of lines or moving nodes), then the CAD surface numbers are no longer used. The CAD surface data is deemed no longer reliable, and the voting rule is used instead. In other words, modified CAD-based meshes are treated like hand-built models. For this reason, you will see a pop-up warning when attempting to modify CAD-based meshes.
For some cases, it is difficult for the user to predict the relative motion of contact pairs, and large potential contact regions must be considered. The processor provides an automatic updating scheme to improve the efficiency of such solutions. However, a large amount of memory may still be needed to keep track of the full set of potential contact regions in a 3D analysis. If the necessary memory is not available, the user must split large contact surfaces into several smaller contact surfaces.
Apply Surface-to-Surface Contact
Since it may not be possible to calculate the contact between some element types and others, the Element Type and Element Definition in the browser (tree view) should be defined before applying surface-to-surface contact.
Use the following method to define surface-to-surface contact pairs in nonlinear analyses:
The meshes do not have to match when using the Nastran solver.