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How To Use Single Joint Elements in Modeller

You may define a single joint by selecting two points and assigning a point joint mesh attribute by dragging and dropping it from the Attributes TreeView onto the model in the graphics window.

Alternatively, the mesh may be assigned by selecting a set of points with your mouse and adding it to the selection memory. Then separately select a second set of points in normal selection and assign the point joint mesh. This will create a series of joints between points paired between the selection memory and normal selection. The order of points will be either their point number (if box selected) or the order that they have been picked one by one.  If the option "Mesh from master to slave" is ticked, then the points in normal selection will become the 'Master' assignments to which material and geometric attributes for the joint are then to be assigned.

More information on the assignment of joint mesh can be obtained in the help menu:

Help > Help Topics > Contents > Modeller Reference Manual > Chapter 5 : Model Attributes > Meshing > Joint/Interface Element Mesh

This gives a case study example. The following is a simple step-by-step guide to the use of single joint elements.

  1. Generate a point feature at every position that a single joint connection is required. Note that these points must be active, i.e. used to define structural lines that are part of the model geometry to be meshed.
  2. Either create a second structural point or create a copy of the first point or points a short distance away. 
  3. Define a point joint element mesh, specifying an appropriate element type. 1 element division is automatically applied. For a table of the recommended choice of joint element with various structural element types see:

Help > Help Topics > Contents > Element Reference Manual>Appendix L : Joint Element Compatibility

  1. Define a local coordinate dataset. For linear analyses it is probably easiest to orientate it in the global direction 
    (use Attributes > Local Coordinate > Cartesian > Rotate and specify a zero angle)
  2. Assign the mesh to two selected points, or with a set of points in selection memory and a corresponding set of points in normal selection. On the mesh assignment form use the drop-down list to select the local coordinate dataset. Don't assign the local coordinate dataset directly to the points or any other connected geometry features - this has a different effect and purpose. The local coordinate system is needed because the joint elements and their stiffnesses work in local coordinates.
  3. Define a joint material, selecting the appropriate number of degrees of freedom for the element chosen (see the specific element details in the Element Reference Manual for details). The columns in the form correspond with the local coordinate system – first column is local x-axis, second column, local y-axis etc.
  4. Assign the joint material to the Master points. If there is a single joint at this location you can simplify this procedure and assign the joint material to both points.
  5. Assign a joint geometric attribute if required.  See the Element Reference Manual to check if the joint element type being used requires an eccentricity to be specified.
  6. Make the original point and the copied points created in step 2 unmergable (Geometry > Point > Make Unmergable).
  7. Move the points created in step 2 to be coincident or near coincident to the original points, such that the joints have zero or near zero length.

In general there are two main issues to consider in the use of joint elements

  • The joint element  The type of joint element chosen controls what degrees of freedom will be available. For example, to obtain a pin connection between two beam elements in 2D use a JNT3 joint element whereas for a full connection, use a JPH3 joint element. The Element Reference Manual for each joint describes the degrees of freedom associated with each joint
  • The joint material  The joint material defines what stiffness/mass etc. will be associated with each of the available joint degrees of freedom

 


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