rselby7
Mechanical
- Sep 30, 2004
- 6
The quick version:
Is it possible to weld hardened 1045 to 1015 without damaging the surface hardness of the 1045 about 1-1.5 inches from the 1-inch long weld? What process?
More Details:
I am designing a cogged latching mechanism for a seat rotation mechanism to be built in Taiwan. The seat must support a 300 pound user through 30 degrees of rotation(5 deg down on seat bottom through 25 deg up). The mechanism must withstand 10,000 cycles. The teeth size and area of engagement are large enough that I am not concerned with them shearing. Teeth should wedge together to eliminate "backlash". I will assume some impact load at the teeth surfaces during engagement so I want them hard to avoid surface deformation or wear. The teeth are on 3-4 inch long 6mm thick(1045)plate, they are attaced to the side of a 6mm thick, c-channel shaped, bent-metal (1015) plate.
From reading Shigley and Mischke, best welds occur 1015-1023 although any carbon steel can be welded with degredations of properties. From another source, it says that welding case or through hardened steel tends to leave you with a poor/brittle joint. Screws and rivets are out due to alignment/slop issues across the two bends that form the c-channel.
Is it possible to weld hardened 1045 to 1015 without damaging the surface hardness of the 1045 about 1-1.5 inches from the 1-inch long weld? What process?
More Details:
I am designing a cogged latching mechanism for a seat rotation mechanism to be built in Taiwan. The seat must support a 300 pound user through 30 degrees of rotation(5 deg down on seat bottom through 25 deg up). The mechanism must withstand 10,000 cycles. The teeth size and area of engagement are large enough that I am not concerned with them shearing. Teeth should wedge together to eliminate "backlash". I will assume some impact load at the teeth surfaces during engagement so I want them hard to avoid surface deformation or wear. The teeth are on 3-4 inch long 6mm thick(1045)plate, they are attaced to the side of a 6mm thick, c-channel shaped, bent-metal (1015) plate.
From reading Shigley and Mischke, best welds occur 1015-1023 although any carbon steel can be welded with degredations of properties. From another source, it says that welding case or through hardened steel tends to leave you with a poor/brittle joint. Screws and rivets are out due to alignment/slop issues across the two bends that form the c-channel.