Page 453 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
P. 453

CURVED PIPES CONVEYING FLUID                    425










                                                                                  (6.37)
                                                              at2

                                                                                  (6.38)


              The gravity terms in equations (6.35)-(6.38)  are given by


                                                                                  (6.39)

              and similar ones for the yo  and zo components; axe, ay0 and azo are the direction cosines
              of the gravity vector with respect to (XO, yo, ZO),  and pe is the density of the external fluid.
                These equations are, of course, coupled but, similarly to the shell equations (Chapter 7),
              may each be identified as being principally related to motion in one particular direction;
              thus, the first is related to in-plane deformations, the second to out-of-plane deformations,
              the  third  to  deformations along the pipe,  and  the  last  to  twist  of  the pipe.  Hence, in-
              plane motions are governed by equations (6.35) and (6.37), and out-of-plane motions by
              equations (6.36)  and  (6.38).  Note  that, if  the  radius  of  curvature R,  is  made  equal to
              infinity, the curved pipe becomes a straight pipe. Moreover, if  the pipe is vertical and the
              axial motion is ignored, equations (6.35)-(6.38)  reduce to






                                                                                  (6.40)






                                                                                  (6.41)


                                                                                  (6.42)

              which, as may be verified, are identical to those in Sections 4.2 and 4.3 for the motions
              of  a  uniform  straight pipe  conveying  fluid  and  fully  submerged in  a  quiescent  fluid.
              Equation (6.40) is identical to (6.41) because, for a straight pipe, motions in the XO-  and
              yo-directions are uncoupled and identical. Finally, if  the surrounding fluid has negligible
             effect  on  the  dynamics of  the  system, setting Ma = 0, c = 0,  and  pe = 0 vis-&vis  the
              atmospheric pressure, these equations reduce to a version of  equation (3.34).
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