swiftarrow
Mechanical
- Mar 4, 2014
- 13
Hi! Beginner engineer here...
My company wants to get rid of a costly aluminum welding step and replace it with a bolted-on joinery with rubber flanges. I want to get your (more informed) opinions on whether this will work? I'm concerned that there will be bi-metallic corrosion between the bolts and the aluminium.
The details:
We have a large (2m long, 150mm wide, 20mm tall) extruded aluminium heat sink, with holes along it's length for coolant to flow. Currently, the two ends are welded to aluminium end-pieces manually (long, costly, etc).
We are designing a new end piece, which will be mated with the end of the aluminium, and bolted into it from the end (two holes will be tapped to hold the bolts). The dimensions are such that the largest bolt we can use are M3.5. I've attached a STEP file of the extrusion with the two ends we currently have.
The joinery must be strong enough to withstand internal pressures up to 10 bar, according to our production manager. Operating pressures are going to be around 2 to 4 bar, and for certification, pressure is 6 bar.
Per my calculations, three M3 bolts of 8.8 grade will satisfy the strength requirements. However, I am concerned about the potential for bi-metallic corrosion of the threads.
The bolts will be separated from the coolant flow, but there may be contact at some point of the life of the product (20 years). There will be daily thermal cycles from below ambient to around 100 deg C (and up to 200degC in exceptional cases). The extreme temperature range is -20degC to +200degC, not a normal occurrence.
My questions are:
[ol 1]
[li]The aluminium surface area (anode) is sufficiently large that the overall bi-metallic corrosion should not occur. BUT, will the aluminium threads corrode, in close contact with the steel bolts?[/li]
[li]How long should the bolt be inside the aluminium receiver? (I guess I can calculate this based on shear strength of the aluminium used, but if you have any tips / rules of thumb, that would be helpful).[/li]
[li]Does anyone here, with their much greater experience than I have, foresee any big problems with this?[/li]
[/ol]
Thanks alot for your help!
My company wants to get rid of a costly aluminum welding step and replace it with a bolted-on joinery with rubber flanges. I want to get your (more informed) opinions on whether this will work? I'm concerned that there will be bi-metallic corrosion between the bolts and the aluminium.
The details:
We have a large (2m long, 150mm wide, 20mm tall) extruded aluminium heat sink, with holes along it's length for coolant to flow. Currently, the two ends are welded to aluminium end-pieces manually (long, costly, etc).
We are designing a new end piece, which will be mated with the end of the aluminium, and bolted into it from the end (two holes will be tapped to hold the bolts). The dimensions are such that the largest bolt we can use are M3.5. I've attached a STEP file of the extrusion with the two ends we currently have.
The joinery must be strong enough to withstand internal pressures up to 10 bar, according to our production manager. Operating pressures are going to be around 2 to 4 bar, and for certification, pressure is 6 bar.
Per my calculations, three M3 bolts of 8.8 grade will satisfy the strength requirements. However, I am concerned about the potential for bi-metallic corrosion of the threads.
The bolts will be separated from the coolant flow, but there may be contact at some point of the life of the product (20 years). There will be daily thermal cycles from below ambient to around 100 deg C (and up to 200degC in exceptional cases). The extreme temperature range is -20degC to +200degC, not a normal occurrence.
My questions are:
[ol 1]
[li]The aluminium surface area (anode) is sufficiently large that the overall bi-metallic corrosion should not occur. BUT, will the aluminium threads corrode, in close contact with the steel bolts?[/li]
[li]How long should the bolt be inside the aluminium receiver? (I guess I can calculate this based on shear strength of the aluminium used, but if you have any tips / rules of thumb, that would be helpful).[/li]
[li]Does anyone here, with their much greater experience than I have, foresee any big problems with this?[/li]
[/ol]
Thanks alot for your help!