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Hydraulic Oils and Theor etical Backgr ound    35


                   This form of continuity equation is widely applied in the fluid
               power system’s analysis. The difference (Q − Q =  Q ) is due to oil
                                                    1
                                                        2
                                                             C
               compressibility, where
                                     Q =  V dP  =  C  dP            (2.66)
                                       C  B dt    dt
                                          π DL
                                             2
               where                  C =                           (2.67)
                                           4 B
                   The term C is called the hydraulic capacitance of the line. This
               capacitance is analogous to the electric capacitance since it has an
               energy storing effect and is described mathematically by the same
               expression: i =  C de dt.
                               /
                   Sometimes, the pipe wall deformation is not negligible. In such
               cases, it should be taken into consideration when calculating the hy-
               draulic capacitance. The variation of volume of pipe line, ΔV , de-
                                                                    L
               pends on the pipe length, the line material, wall thickness, diameter,
               and system pressure. The walls deform due to the combined effect of
               the radial and axial pressure forces. An expression for this volumetric
               variation due to a pressure increment ΔP is derived as follows.
                   Figure 2.19 illustrates the effect of pressure forces in the radial
               direction. The volume variation due to the radial wall deformation,
               ΔV , can be calculated as follows:
                  LR

                                ΔPDL    ΔPD
                             σ =      =     = E ε                   (2.68)
                                 2 hL    2 h    r

                                        )
                            ε =  π D +(  Δ D −  πD  =  Δ D          (2.69)
                             r       πD         D

                           ΔD =  ΔPD 2                              (2.70)
                                 2 Eh
                                π                  π L
                                   {
                                               2
                                           2
                                    (
                          ΔV   =  L D + ΔD − } =      ΔDD +  ΔD)    (2.71)
                                                         2
                                                        (
                                           )
                                              D
                            LR  4                   4
               FIGURE 2.19
               Radial pipe wall
               deformation.
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