Page 289 - Aircraft Stuctures for Engineering Student
P. 289

270  Airworthiness and airframe loads

                 care must be taken to ensure that the formula used and the way in which the nominal
                 stress is defined are compatible with those used in the derivation of a.
                   There are a number of methods available for determining the value of K and a. In
                 one method the solution for a component subjected to more than one type of loading
                 is obtained from available standard solutions using superposition or, if the geometry
                 is not covered, two or more standard solutions may be compounded7. Alternatively, a
                 finite element analysis may be used.
                   In certain circumstances it may be necessary to account for the effect of plastic flow
                 in the vicinity of the crack tip. This may be allowed for by estimating the size of the
                 plastic zone and adding this to the actual crack length to form an effective crack
                 length 2al. Thus, if  rp is the radius of  the plastic zone, al = a + rp and Eq. (8.63)
                 becomes

                                                                                    (8.68)
                 in which Kp is the stress intensity factor corrected for plasticity and a1 corresponds to
                 al. Thus for rp/t > 0.5, i.e. a condition of plane stress
                                                              2
                                r  --          or  rp =;  (I> a2  (Ref. 9)          (8.69)


                 in which fy is the yield proof stress of the material. For rp/t < 0.02, a condition of
                 plane strain

                                                                                    (8.70)

                 For  intermediate  conditions  the  correction  should  be  such  as  to  produce  a
                 conservative solution.
                   Having obtained values of the stress intensity factor and the coefficient a, fatigue
                 crack  propagation  rates  may  be  estimated.  From  these,  the  life  of  a  structure
                 containing cracks or crack-like defects may be determined; alternatively, the loading
                 condition may be modified or inspection periods arranged so that the crack will be
                 detected before failure.
                   Under constant amplitude loading the rate  of crack propagation may be repre-
                 sented graphically by curves described in general terms by the law
                                          da
                                         - =f(R, AK)  (Ref. 10)                     (8.71)
                                         dN
                 in which AK is the stress intensity factor range and R = Smin/Smax. Eq. (8.63) is
                                                                             If
                 used
                                          AK = (Smax - Smi,)(ra)'a                  (8.72)
                 Equation (8.72) may be corrected for plasticity under cyclic loading and becomes

                                         AK~ = (Smax - Smin)(ral)fal                (8.73)
                 in which u1 = a + rp, where, for plane stress

                                                          (Ref. 11)
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