code1
Civil/Environmental
- Apr 14, 2007
- 66
Hi all,
I will have a vessel (75m^3) coming up for hydrotest in the winter (-4 deg. C ambient).
The material is A516 Gr70 with thickness of 15mm. The MDMT for design is 5 deg. C.
My contractor has explained it is okay to test in the winter without any additional measures.
We are aware that the ASME VIII Code states temperature is recommended to be 17 deg. C higher than the MDMT selected to reduce any chances of brittle failure, hence our concerns.
Should we revise the MDMT to take care of this case?
The contractor may not have heating facilities at the workshop, so what other options are available to us?
(I have also read similar threads here, but none was specific to this)
Thanks all
I will have a vessel (75m^3) coming up for hydrotest in the winter (-4 deg. C ambient).
The material is A516 Gr70 with thickness of 15mm. The MDMT for design is 5 deg. C.
My contractor has explained it is okay to test in the winter without any additional measures.
We are aware that the ASME VIII Code states temperature is recommended to be 17 deg. C higher than the MDMT selected to reduce any chances of brittle failure, hence our concerns.
Should we revise the MDMT to take care of this case?
The contractor may not have heating facilities at the workshop, so what other options are available to us?
(I have also read similar threads here, but none was specific to this)
Thanks all