Hello,
i´m evaluating a Y-Piece with following dimensions
Header NPS20"(wall thickness 4mm)
Branch 12" (wall thickness 3mm)
tilt angle 45°
Pressure 4,0 barg
In my CaesarII calculation with Sif from the ASME B31.3 as unreinforced Tee, there are no Problems !
Maximum Ratio of 50% from allowable Stress (incl. SUS/EXP Loadcases).
Due to PED regulations i did some alternative calculation (only inner pressure) according AD-2000 and also with Nozzle Pro.
In this Evaluation the Y-Piece Fails (mare than 400% Ratio from allowable)
I recalculated with CaesarII and the SIF´s from Nozzle Pro for Header and Branch. --> no Stress exceedance !!!
From Nozzle Pro there is a Pressure SIF, this SIF box in Caesar II is inactive!?!?
Why is this box deactivated ?
Is there a possibility to activate this pressure SIF box in Caesar II?
With this pressure SIF there should be a realistic Evaluation of the Y-Piece ?!?! is this correct ?
Or is there something i missed in my mind.
(Ver.:8.00.00.5600 Build 150930)
Hope somebody can help me !
Thanks in Advance !
Wolfgang
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Wolfgang
Caesar II 2016
Vers 8.00.00.5600