>With Christopher FEA results, perhaps the SIF pioneered by Markl (in the
>summer of 1955)will require adjustment in B31.3 (the SIF in b31.1 now
>appears to make more sense)
Christopher's FEA results were for uniform heating only--no external
loads and no thermal gradients through the pipe wall. The stress
intensification factors and the flexibility adjustments apply to
particular external loads. The uniform temperature produces deformation
only with no stress. The fea model wasn't restrained, had that been the
case there would have been thermal stress.
Christopher Wright P.E. |"They couldn't hit an elephant from <a href="/group/PipingDesign/post?postID=SQVikFOT-HKPuO3XmFh9NC7riY59F3gsiNIokO5zwrKiJf1Lw9dW8nwato0L7mYdKOkNoY2Nuob8">chrisw@skypoint.com</a> | this distance" (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)<a href="http://www.skypoint.com/~chrisw">http://www.skypoint.com/~chrisw</a> Received on Sun Apr 21 20:26:00 2002
This archive was generated by hypermail 2.1.8 : Tue Mar 04 2008 - 11:40:22 EST