Hey Everyone,
I am a new mechanical engineer. I am working on a redesigning an intake manifold and the PM wants to replace the factory class 8.8 intake manifold bolts with stainless steel. The upper intake and lower intake manifold are both plastic. The upper is bolted down to the lower intake using Class 8.8 SCREWS. Meaning the fastener is rated at class 8.8 but it utilizes screw threads to thread inside plastic bosses on the lower intake this leads to the plastic holes stripping out after removing the intake a couple of time. We want to replace the plastic bosses on the lower intake manifold with M6X1.0 brass inserts and use stainless steel M6X1.0 bolts to fasten the upper manifold to the lower so it can be removed several times without stripping out the hole. The torque spec on the stock upper to lower manifold is 9 N-m. We like to have a FOS of 1.5 so I want the stainless bolts to be able to handle a torque of 15 N-m without stripping out or shearing.
The head of the bolt is 8mm from flat to flat with that being said the moment arm from the center axis to where the torque is applied is 4mm. The Tensile area of an M6 fastener is 20.123 mm^2. The Torque is then equal to 15000 N-mm. Using the equation F=(T/r) I can find that force in newtons applied to the bolt is 4500N. Dividing that force of 4500N by the tensile area of the fastener (20.123mm^2) the Tensile Stress put onto the bolt equals 223.63 Mpa.
I want to use a 304 stainless due to its corrosion resistance but i cannot figure out what kind of OTS options there are that can withstand this force. MY fear is that stainless shears much easier that steel and the bolt will break upon torqueing or removal. I am not sure if the shank length of the bolt effects its strength at all but the longest bolt used to bolt the intake down has a shank length (bottom of the head to the end of the bolt) of 135mm.
Once of my co-workers said he used to design stainless bolts and said the length shouldn't have an effect but i am wary of his advice.
I really appreciate any sort of help or direction anyone can provide. The shigleys mechanical design textbook seems to not be helping me at all with this.
I am a new mechanical engineer. I am working on a redesigning an intake manifold and the PM wants to replace the factory class 8.8 intake manifold bolts with stainless steel. The upper intake and lower intake manifold are both plastic. The upper is bolted down to the lower intake using Class 8.8 SCREWS. Meaning the fastener is rated at class 8.8 but it utilizes screw threads to thread inside plastic bosses on the lower intake this leads to the plastic holes stripping out after removing the intake a couple of time. We want to replace the plastic bosses on the lower intake manifold with M6X1.0 brass inserts and use stainless steel M6X1.0 bolts to fasten the upper manifold to the lower so it can be removed several times without stripping out the hole. The torque spec on the stock upper to lower manifold is 9 N-m. We like to have a FOS of 1.5 so I want the stainless bolts to be able to handle a torque of 15 N-m without stripping out or shearing.
The head of the bolt is 8mm from flat to flat with that being said the moment arm from the center axis to where the torque is applied is 4mm. The Tensile area of an M6 fastener is 20.123 mm^2. The Torque is then equal to 15000 N-mm. Using the equation F=(T/r) I can find that force in newtons applied to the bolt is 4500N. Dividing that force of 4500N by the tensile area of the fastener (20.123mm^2) the Tensile Stress put onto the bolt equals 223.63 Mpa.
I want to use a 304 stainless due to its corrosion resistance but i cannot figure out what kind of OTS options there are that can withstand this force. MY fear is that stainless shears much easier that steel and the bolt will break upon torqueing or removal. I am not sure if the shank length of the bolt effects its strength at all but the longest bolt used to bolt the intake down has a shank length (bottom of the head to the end of the bolt) of 135mm.
Once of my co-workers said he used to design stainless bolts and said the length shouldn't have an effect but i am wary of his advice.
I really appreciate any sort of help or direction anyone can provide. The shigleys mechanical design textbook seems to not be helping me at all with this.