CDDK
Marine/Ocean
- Sep 5, 2018
- 13
I have come across a problem I cannot explain, and I hope someone could explain it to me a little.
I have a solid cylinder going through two fixed cylinders, with automatic contacts in between (a bit like shaft and bearings). The outer face of the support cylinders are fixed.
When I run the analysis with gravity, I try to get the reaction force in the contact area of the support cylinders/bearings. I use reaction force probe in workbench, scope it to the supports or contacts I'm interested in. The reaction force on the contact regions is downwards. My expectation is that it should be upwards, unless there is something I do not understand about contact regions?
The reaction forces on the fixed supports are upwards as expected, and their sum equals the weight of the model.
I have a feeling there is a difference between the reaction force on a contact element and the reaction force on a support, but I cannot put my finger on it. I realise this might be more an FEA theory problem than ANSYS, but I appreciate the help all the same.
I have a solid cylinder going through two fixed cylinders, with automatic contacts in between (a bit like shaft and bearings). The outer face of the support cylinders are fixed.
When I run the analysis with gravity, I try to get the reaction force in the contact area of the support cylinders/bearings. I use reaction force probe in workbench, scope it to the supports or contacts I'm interested in. The reaction force on the contact regions is downwards. My expectation is that it should be upwards, unless there is something I do not understand about contact regions?
The reaction forces on the fixed supports are upwards as expected, and their sum equals the weight of the model.
I have a feeling there is a difference between the reaction force on a contact element and the reaction force on a support, but I cannot put my finger on it. I realise this might be more an FEA theory problem than ANSYS, but I appreciate the help all the same.