Tim Ganz
Member
Can someone give me some detailed understanding on load cells in web tension control please.
This is a thick film application and the winder speeds are controlled by a S warp stand that has a tension bar that has 2 1000 Lb rated load cells which are half bridge and from the best I can tell are series wired to make a full bridge.
We also have some others that are full bridge load cells that connect to the tension controller parallel.
I assume that since it's 2 1000 LB load cells the rage is 0-2000 LBS correct?
We normally only run 700 LBS of tension but we are blowing a lot of the half bridge type load cells on the same line and have changed them multiple times as well as replaced the wiring.
So I am trying to determine what the problem might be but at the same time gain some insight as to how these setups are working and why you would choose full bridge over half bridge and why some are series and some are parallel wired?
Any Insight you could pass my way would be greatly appreciated.
This is a thick film application and the winder speeds are controlled by a S warp stand that has a tension bar that has 2 1000 Lb rated load cells which are half bridge and from the best I can tell are series wired to make a full bridge.
We also have some others that are full bridge load cells that connect to the tension controller parallel.
I assume that since it's 2 1000 LB load cells the rage is 0-2000 LBS correct?
We normally only run 700 LBS of tension but we are blowing a lot of the half bridge type load cells on the same line and have changed them multiple times as well as replaced the wiring.
So I am trying to determine what the problem might be but at the same time gain some insight as to how these setups are working and why you would choose full bridge over half bridge and why some are series and some are parallel wired?
Any Insight you could pass my way would be greatly appreciated.