This tutorial demonstrates the use of the Bolted Connection functionality in Helius Composite.
We need to design a connection that joins two laminated composite face sheets. The requirements of the problem are as follows:
Our task is to determine whether a single bolt is adequate for the requirements of this joint or if we need additional bolts in our connection. We will start by designing our connection with a single bolt.
On the Results tab we can see that both Plate 1 and Plate 2 experienced bearing failure. The bearing failure mode indicates local crushing of the laminates around the edges of the bolt hole. In addition to bearing failure, we see that the fastener margin is less than zero, indicating the bolt itself has failed. This single bolt connection design is not adequate to meet our design requirements.
Let's add an additional bolt to our connection.
On the Results tab we can see that no failure is predicted in Plate 1 or Plate 2. Additionally, the fastener margin is greater than zero now, indicating our bolts will not fail. We can see that two bolts are required to meet the requirements of this connection design.
Let's go one step further now and determine if better performance is achieved by using two columns of bolts or two rows of bolts.
On the Results tab we can see that once again, no failure is predicted in the plates or the bolts. If we look at the bearing, shear, and net tension margins, we notice that each value is lower than our original two bolt design. While this connection will meet our needs, it does not perform as well as the previous design.