My firm is planning on welding some pretty thick sections of alloy steel and I wanted to get some opinions on the process. We are planning to weld 5 1/2" thick by 8" wide forged ring with an ID of 7'-6" to the outside of a cylinder. The forged ring will be alloy steel (either 4140 or 4340) which will be annealed and machined to the dimensions given. The ring will also have a 3/4"x3/4" bevel on the inside for a groove weld to the cylinder (it will be a 3/4" groove and a 3/4" fillet on each side. The cylinder will be a rolled plate. The plate will be 60" wide and 1" thick A36 material.
After welding we plan to harden the OD of the ring since it will be riding steel on steel and will experience signifigant wear.
My questions are as follows:
1) What is the recommended filler metal and shielding gas (we plan to use FCAW) for each of these steels? (4140 vs 4340)
2) What is the recommended preheat and PWHT?
3) What is the recommended hardening process for this ring (I assume induction or flame) and what is a reasonable level of hardness for each material? (I do not need through hardness)
4) What precautions should I take in welding HSLA steel to low carbon structural steel?
Thank you in advance...
After welding we plan to harden the OD of the ring since it will be riding steel on steel and will experience signifigant wear.
My questions are as follows:
1) What is the recommended filler metal and shielding gas (we plan to use FCAW) for each of these steels? (4140 vs 4340)
2) What is the recommended preheat and PWHT?
3) What is the recommended hardening process for this ring (I assume induction or flame) and what is a reasonable level of hardness for each material? (I do not need through hardness)
4) What precautions should I take in welding HSLA steel to low carbon structural steel?
Thank you in advance...