kingnero
Mechanical
- Aug 15, 2009
- 1,780
I am currently investigating the difference in repair welding minor faults (MAX 1/4" deep, a few inches long) on the upper side of the rail with both MMA and FCAW.
Repair welding as well as welding in order to enlarge the surface vertically, eg. when joining new rails to old, worn-down rails. In that case the old rail needs to welded up in a ramp-style (about 1 mm / metre) which is achieved by welding and grinding.
I am currently in a very basic stadium, however I will already start this topic in order to be as detailed as I can be, not forgetting crucial information etc.
First question: I guess the C-content will be about .8% (still waiting for the exact chem. composition).
The IIW formula for Carbon Equivalent does not cover this range. The CEN-formula (with the TanH coefficient) does so, correct?
If I use the latter, what is the correlation to the needed pre-heat temp. ? Can I use the same diagrams as for the IIW-formula? Or can someone point me towards a source of information where this is already explained?
I have searched this forum and have seen threads on railway welding, however there is mentioning of Alumino-Thermite welding. Which is not the subject of my investigation.
I apologize in advance for any spelling/grammatical mistakes in my English, if there is need for any more specific explanation please let me know.
Many thanks in advance...
Repair welding as well as welding in order to enlarge the surface vertically, eg. when joining new rails to old, worn-down rails. In that case the old rail needs to welded up in a ramp-style (about 1 mm / metre) which is achieved by welding and grinding.
I am currently in a very basic stadium, however I will already start this topic in order to be as detailed as I can be, not forgetting crucial information etc.
First question: I guess the C-content will be about .8% (still waiting for the exact chem. composition).
The IIW formula for Carbon Equivalent does not cover this range. The CEN-formula (with the TanH coefficient) does so, correct?
If I use the latter, what is the correlation to the needed pre-heat temp. ? Can I use the same diagrams as for the IIW-formula? Or can someone point me towards a source of information where this is already explained?
I have searched this forum and have seen threads on railway welding, however there is mentioning of Alumino-Thermite welding. Which is not the subject of my investigation.
I apologize in advance for any spelling/grammatical mistakes in my English, if there is need for any more specific explanation please let me know.
Many thanks in advance...