19750412
Mechanical
- Feb 23, 2007
- 17
Good day Everyone
I have a question referring to flanges acc. to ASME B 16.5. According to point UG-44 of ASME VII Div.1, if flanges, gaskets and bolts fulfilled requirements of listed there standards, is enough to choose flanges only based on calculated pressure-temperature rating in referring to design parameters and assumed flange material. And in may particular case for flange 2 inch class 150, for design parameters 0.82 MPa and 343 oC, calculated rating 150 is good enough. But if I make detail strength calculations of this flange with spiral wounded gasket with dimensions acc. to ASME B 16.20 with coefficients m and y taken from Table 2-5-1 of Annex 2, I reach overload in Radial Stress. Same situation I have for blind flange for above described flange, offcourse there is a problem that nominal thickness for 2 inch blind flange is not enough. For flanges chosen material is SA-350 gr.FL2 Cl.1 and corrosion allowance is 6 mm. Such problem, I have also for example for LWN nozzles 20 and 24 inch class 150. There are overloaded stress in hub. Therefore, I would like to ask you whether I could accept such flanges chosen based only on rating thought that strength calculations gives unsatisfactory results. And how I shall do in future.
Thanks for advice.
I have a question referring to flanges acc. to ASME B 16.5. According to point UG-44 of ASME VII Div.1, if flanges, gaskets and bolts fulfilled requirements of listed there standards, is enough to choose flanges only based on calculated pressure-temperature rating in referring to design parameters and assumed flange material. And in may particular case for flange 2 inch class 150, for design parameters 0.82 MPa and 343 oC, calculated rating 150 is good enough. But if I make detail strength calculations of this flange with spiral wounded gasket with dimensions acc. to ASME B 16.20 with coefficients m and y taken from Table 2-5-1 of Annex 2, I reach overload in Radial Stress. Same situation I have for blind flange for above described flange, offcourse there is a problem that nominal thickness for 2 inch blind flange is not enough. For flanges chosen material is SA-350 gr.FL2 Cl.1 and corrosion allowance is 6 mm. Such problem, I have also for example for LWN nozzles 20 and 24 inch class 150. There are overloaded stress in hub. Therefore, I would like to ask you whether I could accept such flanges chosen based only on rating thought that strength calculations gives unsatisfactory results. And how I shall do in future.
Thanks for advice.