Page 544 - Mechatronics with Experiments
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JWST499-Cetinkunt
            JWST499-c07
                       530   MECHATRONICS  Printer: Yet to Come                      October 9, 2014 8:41 254mm×178mm
                                   Further detail can be added to the relief valve dynamics by modeling it as a second-
                              order filter, which means the inertial effects of the relief valve spool are taken into account.
                                  if   p (t) ≥ p relief                                         (7.388)
                                        P
                                        2
                                       d Q (t)          dQ (t)   2
                                          r
                                                           r
                                               =   −2  w n    − w ⋅ Q (t) + K relief  ⋅ (p (t) − p relief )  (7.389)
                                                                     r
                                                                                 P
                                                                 n
                                         dt 2             dt2
                                  else                                                          (7.390)
                                         Q (t)  =  0.0                                          (7.391)
                                           r
                                  end                                                           (7.392)
                              where    and w represent the damping ratio and natural frequency of the second-order
                                          n
                              dynamic model for the relief valve.
                              Directional Check Valves    In many EH motion applications, it is not desirable to
                              allow flow from the cylinder back to the pump which can happen if P > P or P > P .
                                                                                          P
                                                                                               B
                                                                                                    P
                                                                                      A
                              This is accomplished by a one directional load check valve on each line. The load check
                              valve closes to prevent back flow from cylinder to pump. During extension, if P > P ,
                                                                                               A    P
                              then Q  = 0.0; During retraction, if P > P , then Q  = 0.0.
                                   PA                        B    P      PB
                              Open-Center EH Systems      An “open-center” EH system has a fixed displacement
                              pump and an open-center valve, where there is an orifice between pump and tank and the
                              pump displacement is constant,
                                                       A (x ) ≠ 0                               (7.393)
                                                        PT
                                                           s
                                                          Q = w  pump  ⋅ D (   sw0 )            (7.394)
                                                                       p
                                                            P
                              Closed-Center EH Systems      A “closed-center” EH system has a variable displace-
                              ment pump and closed-center valve, where there is no orifice directly between pump and
                              tank, and the pump displacement is variable,
                                                       A (x ) = 0;                              (7.395)
                                                        PT
                                                            s
                                                           Q = w pump  ⋅ D (   )                (7.396)
                                                                          sw
                                                            P
                                                                       p
                              Dynamic Model of an Accumulator        The accumulator state at any given instant
                              of time is defined by two variables: accumulator pressure and fluid volume in the accumula-
                              tor, p  (t), V  (t). The operating parameters of the accumulator are precharge, minimum,
                                  acc    acc
                              and maximum pressures (p , p  , p  ) and the maximum discharge volume of the accu-
                                                   pre  min  max
                              mulator (the fluid volume difference in the accumulator between minimum and maximum
                              pressures, that is V  ). If we assume that the flow between the line and accumulator
                                              disch
                              follows the same relationship as the flow through an orifice or valve, and that the pressure
                              changes linearly as a function of the change in volume, the dynamic state of the accumulator
                              can be described by the following equations,
                                         If  V acc (t) ≤ 0.0 and  p line (t) ≤ p acc (t)        (7.397)
                                            Q acc (t) = 0.0                                     (7.398)
                                        else                                                    (7.399)
                                                                           √
                                            Q  (t) = sign(p  (t) − p  (t)) ⋅ K  ⋅  |p  (t) − p  (7.400)
                                             acc         line   acc     acc    line   acc  (t)|
                                        end                                                     (7.401)
                                                    (          )
                                           dp acc (t)  p max  − p min
                                                  =              ⋅ Q acc (t)                    (7.402)
                                             dt         V disch
                                           dV  (t)
                                             acc
                                                  = Q acc (t)                                   (7.403)
                                             dt
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