rockyhammer
Mechanical
- Feb 21, 2007
- 2
Hi,
I need to clamp AISI 1018 Steel, cold drawn, round bar between a pair of v-blocks, which will most likely be made from A2 tool steel. The round bar needs to be clamped while the end of the bar is chamfered and end faced. However, the round bar can not have any marks on it. I can calculate the hertzian contact stress between the round bar and the v-blocks. I need to minimize the length of the v-blocks. At what contact stress or shear stress will I begin to see clamp marks on the round bar?
Thanks
I need to clamp AISI 1018 Steel, cold drawn, round bar between a pair of v-blocks, which will most likely be made from A2 tool steel. The round bar needs to be clamped while the end of the bar is chamfered and end faced. However, the round bar can not have any marks on it. I can calculate the hertzian contact stress between the round bar and the v-blocks. I need to minimize the length of the v-blocks. At what contact stress or shear stress will I begin to see clamp marks on the round bar?
Thanks