Page 242 - Failure Analysis Case Studies II
P. 242

1





                                                                                             227
















                                                                            SWAGELCK
                                                                            8acrC
                                                                            Ferrule








                                                Fig. 2. ‘Swagelok’ connection type


                     close-up view of REGION A is shown at a higher magnification in Fig. 5. The surface exhibits slip
                     traces and slip steps but no fatigue striations are visible within the area. Figure 6 shows the fracture
                     surface away from the outer edges. Here we see a typical high-cycle fatigue fracture with regular (or
                     near regular) striations but at different slip planes. A close-up view of the highlighted area at higher
                     magnification is shown in Fig. 7.


                                            3.  FINITE  ELEMENT  ANALYSIS
                     3.1.  Finite element model
                       A qualitative  study of the impulse line using finite element analysis was conducted  in order to
                     gain more insight on the system characteristics.  the models included pipe-end connection  flange,
                     supports,  coil configuration  and  took  account  of  the  fluid  pressure;  a  schematic  of  the  model
                     arrangement is shown in Fig. 8. The figure also illustrates the two types of coil configurations (axial
                     and  transverse)  and  gives dimensions  of  the  impulse  line.  Both  modal  analysis  and  harmonic
                     response were studied to determine the effects of controlling parameters such as pipe-end connection
                     size, flange size, and impulse line height/length and coil geometry. The boundary  conditions used
                     in the model were calibrated to site measurements.


                     3.2.  Modal analysis
                       The only parameters that were found to influence the frequency response significantly are the
                     flange connection size, flange size and the vertical height of the impulse line. Table 1 shows the first
                     ten natural frequencies of the failed (transverse-coil) configuration  with  1/2 in. flange connection.
                     The table also includes the natural frequencies for the 1 in. connection. It is noted that the natural
                     frequencies for the  1 in. connection are much higher than those with  1/2 in. connection. Similar
                     effects on the  natural frequencies were observed  by  changes  in  the flange size and impulse line
                     height;  smaller flange and  shorter  height  of  impulse  line gave  rise  to  higher  values  of  natural
                     frequencies. Table 2 shows the combined effect of small flange and short height. The intermediate
                     support (which was added after failure took place) was found to have limited effect on the natural
                     frequencies.
                       Figure 9 shows the mode shapes for the first four frequencies for the  1/2 in. flange connection
   237   238   239   240   241   242   243   244   245   246   247