XL83NL
Mechanical
- Mar 3, 2011
- 3,110
For a pipe class design to EN 15001 (or even EN 13480), Im having difficulties understandig the pressure design for elbows under internal pressure.
For straight pipe under internal pressure, EN 15001-1 prescribes the required wall thickness as a function of the pressure class (PN designation).
For pressure design of components (like tee's, elbows, reducers) under internal pressure, for elbows one can choose between type A or B.
It is not clear how one can readily determine the required wall thickness for type B elbows. I dont want type A elbows since they will lower my pressure rating (I try to get a flange limited pipe class).
More specifically, Im using 3D 90 degrees elbows acc P235GH. Anyone who has experience with this subject, willing to share share some insights?
Perhaps Im missing some simple point which may make it a whole lot easier, but after few days of reading and studying, cant say more than that the design formula's are like crazy (looks like Ill need MathCAD for solving them - not even sure if it can be done with Excel), not straight forward, en the euronorm itself is full of unclear phrases making it fyuzzy to get a good grip of what needs to be done.
For straight pipe under internal pressure, EN 15001-1 prescribes the required wall thickness as a function of the pressure class (PN designation).
For pressure design of components (like tee's, elbows, reducers) under internal pressure, for elbows one can choose between type A or B.
It is not clear how one can readily determine the required wall thickness for type B elbows. I dont want type A elbows since they will lower my pressure rating (I try to get a flange limited pipe class).
More specifically, Im using 3D 90 degrees elbows acc P235GH. Anyone who has experience with this subject, willing to share share some insights?
Perhaps Im missing some simple point which may make it a whole lot easier, but after few days of reading and studying, cant say more than that the design formula's are like crazy (looks like Ill need MathCAD for solving them - not even sure if it can be done with Excel), not straight forward, en the euronorm itself is full of unclear phrases making it fyuzzy to get a good grip of what needs to be done.