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HUB AND LOW-SPEED SHAFT LOADING                                        293


             range fatigue cycles, which can have a disproportionate effect on fatigue damage
             for materials with high m value such as those used for blades. However, this
             inaccuracy can be reduced (and quantified) by running several simulations with
             different random number seeds at each wind speed – see Thomsen (1998).



             5.9.5  Fatigue cycle counting

             As noted in Section 5.9.4, the dynamic analysis of turbine behaviour in a simulated
             wind field yields time histories of loads or stresses which then need to be processed
             to abstract details of the fatigue cycles. There are two established methods of fatigue
             cycle counting: the reservoir method and the rainflow method, both of which yield
             the same result.
               In the reservoir method, the load or stress history (with time axis horizontal) is
             imagined as the cross section of a reservoir, which is successively drained from
             each low point, starting at the lowest and working up. Each draining operation then
             yields a load or stress cycle (see BS 5400 (1980) for a full description).
               The rainflow method was first proposed by Matsuishi and Endo in 1968, and its
             title derives from the concept of water flowing down the ‘rooves’ formed when the
             time history is rotated so that the time axis is vertical. However, the following
             description not involving the rainflow analogy may be easier to understand.
               The first step is to reduce the time history to a series of peaks and troughs, which
             are then termed extremes. Then each group of four successive extremes is examined
             in turn to determine whether the values of the two intermediate extremes lie between
             the values of the initial and final extremes. If so, the two intermediate extremes are
             counted as defining a stress cycle, which is then included in the cycle count, and the
             two intermediate extremes are deleted from the time history. The process is contin-
             ued until the complete series of extremes forming the time history has been
             processed in this way. Then the sequence remaining will consist simply of a
             diverging and a converging part from which the final group of stress ranges can be
             extracted (see ‘Fatigue Characteristics’ in the IEA series of Recommended Practices
             for Wind Turbine Testing and Evaluation (1984) for a full description of the method
             and for details of algorithms that can be used for automating the process).
               Although, in principle, the fatigue cycles obtained from, say, a 600 s time history
             could be listed individually, it is normal to reduce the volume of data by allocating
             individual cycles to a series of equal load or stress ranges known as ‘bins’ – e.g.,
                                2
             0–2, 2–4, 4–6 N/mm etc. The fatigue spectrum is then presented in terms of the
             number of cycles falling into each ‘bin’.


             5.10    Hub and Low-speed Shaft Loading


             5.10.1  Introduction

             The loadings on the hub consist of the aerodynamic, gravity and inertia loadings on
             the blades and the equal and opposite (discounting hub self-weight) reaction from
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