1.1.1 Beam/gap example

Product: ABAQUS/Standard  

The purpose of this example is to verify the performance of a gap element in a simple case. Three parallel cantilever beams are initially separate but have possible contact points in five locations, as shown in Figure 1.1.1–1. A pair of pinching loads is applied, as shown. Only small displacements are considered, so each beam responds in pure bending. The problem is entirely linear, except for the switching contact conditions.

The sequence of events is readily imagined:

  1. The top and bottom beams bend as the pinching forces are applied, and the first contact occurs when the tip of the top beam hits the tip of the middle beam (gap 3 closes). Up to this point the problem is symmetric about the middle beam, but it now loses that symmetry.

  2. Subsequent to this initial contact, the top and middle beams bend down and the bottom beam continues to bend up until contact occurs at gap 5.

  3. As the load continues to increase, gap 2 closes.

  4. Next, gap 3 opens as the support provided to the top beam by gap 2 causes the outboard part of the top beam to reverse its direction of rotation. At this point (when gap 3 opens), the solution becomes symmetric about the middle beam once again.

  5. Finally, as the pinching loads increase further, gaps 1 and 4 also close. From this point on the contact conditions do not switch, no matter how much more load is applied.

Problem description

Results and discussion

Input file

Table

Table 1.1.1–1 Beam/gap example: solution summary.

IncrementPinching Force in gap
force, P12345
120Open6.50.732Open7.97
240Open18.3OpenOpen18.3
360Open28.7OpenOpen28.7
480Open39.1OpenOpen39.1
5100Open49.5OpenOpen49.5
6120Open59.8OpenOpen59.8
714010.768.6Open10.768.6
816031.675.9Open31.675.9
918052.583.2Open52.583.2
1020073.490.4Open73.490.4


Figure

Figure 1.1.1–1 Beam/gap example.