barqueiroenmarte
Industrial
- Apr 25, 2007
- 39
Dear all.
I am a piping engineer (so no very involved in material engineering) and I am facing a problem with the rupture of a 12" carbon steel pipe which was buried, managing gas at ambient temperature.
My question regards to the way that the pipe has broken which is strange to me: without any elongation or ductile characteristics. It seems as if somebody would have cut the pipe in two parts with scissors!!. Some of my workmates has told me that if there has been a very concentrated impact force on the pipe the rupture shape is so, that is, very similar to a brittle ruture. Is it right? A sudden and large impact shear force can make the steel pipe break into two parts without any deformation or elongation?
Best regards
I am a piping engineer (so no very involved in material engineering) and I am facing a problem with the rupture of a 12" carbon steel pipe which was buried, managing gas at ambient temperature.
My question regards to the way that the pipe has broken which is strange to me: without any elongation or ductile characteristics. It seems as if somebody would have cut the pipe in two parts with scissors!!. Some of my workmates has told me that if there has been a very concentrated impact force on the pipe the rupture shape is so, that is, very similar to a brittle ruture. Is it right? A sudden and large impact shear force can make the steel pipe break into two parts without any deformation or elongation?
Best regards