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Chapter 6.  Failure criteria and strength of laminates   299

         where A,,,,, are specified by  Eqs. (6.49) and (6.50), and hl  = 0.62 mm, h? = 0.6 mm
         are the thicknesses of the helical and circumferential layers. Using again Eqs. (6.48)
         we get for p 2 p!?:
            0‘1”   = 137.7p,  o:’) = 122.7~
                                       .

         The cylinder  failure  can now  be caused  by  the fracture of either helical fibers or
         circumferential  fibers.  The corresponding  values  of  the  ultimate  pressure  can  be
         found from the following equations:

             o!’) = 83.9~::) + 92.l(pf’ -pi’)) + 137.7(p, -pf)) = 0;.
             o!?) = 112p!’)  + 134.6(pL2) -p!’))  + 122.7(pU -p!?))  = 0; ,


         where p!’)  = 1.1 MPa and pf’ = 1.4 MPa.
           The  first  of  these  equations  yields  pu = 10 MPa,  while  the  second  - pu =
         10.7 MPa.
           Thus, the failure of the structure under study occurs at p, = 10 MPa as a result of
         fiber fracture in the helical layer.
           Dependencies  of  strains  that  can  be  calculated  using  Eqs.  (6.47)  and  the
         appropriate values of B,,,,, are shown in Fig. 6.22 (solid lines). As can be seen, the



         Table 6.1
         Burst pressure for filament wound fiberglass pressure vessels
         Diameter of   Layer     Calculated burst   Number of   Experimental
         the vessel   thickness (mm)   pressure (MPa)   tested vessels   burst pressure
         (mm)
                    11 I   h 1                             Mean value   Variation
                                                           (MPa)      coeflicient (YO)

         200        0.62   0.60   10           5            9.9       6.8
         200        0.92   0.93   15           5           13.9       3.3


















                        Fig. 6.23.  The failure mode of a composite pressure vessel.
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