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Info

NOTE: Slight displacement discontinuity should be expected along any edge constraint. This discontinuity is sufficiently small relative to other deformations.


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Related Incidents:

  • Incident 28912: Explanation by bm that small displacement discontinuity can be expected at edge constraint.



Info

NOTE: When an edge constraint is assigned to a series of joints, and some of those joints fall within the auto-merge tolerance of the end nodes, a rigid-body constraint is applied to avoid ill-conditioning within the stiffness matrix. This may cause coupling within the constraint, leading to unintended behavior.


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Related Incidents:

  • Incident 48674: Modal Analysis - Static and Dynamic Load Participation Ratios


Example

An example edge constraint is shown in Figure 1:


Figure 1 - Edge constraint along shell element


Here, two edge constraints are applied at each end of a shell object which simulates the span of a bridge deck. Each of the four edge constraints has a master joint at either end, and a dependent joint at the intermediate-column intersection. If the joints circled in Figure 1 are numbered, from left to right, 1, 2, 3, 4, 5, then joint 2 is governed by masters 1 and 3, and joint 4 is governed by masters 3 and 5. Given this edge-constraint condition, each dependent-joint displacement is then interpolated from the displacement of the two master joints.

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  1. Divide the two shells along the intermediate columns to create four shell objects.
  2. Use edge constraints to transition the mesh further inside the domain.
  3. Disconnect the top of each column from the shells, producing eight joints.
  4. Select these eight joints and assign them to a single weld constraint.