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1.16 Experimental measurement of surface strains  29



















              Fig. 1.1 5  Strain gauge rosette.

              the form of a rosette, as shown in Fig. 1.15. Suppose that   and   are the principal
              strains at the point, then if E,,  &b and E,  are the measured strains in the directions 8,
              (8 + a), (8 + a + p) to   we  have, from  the general direct strain  relationship of
              Eq. (1.3 1)
                                        E,  = E~COS 8 + cII sin 2 8              (1  SO)
                                                 2
              since E,  becomes   E~  becomes qI and -yxy  is zero since the x  and y directions have
              become principal directions. Rewriting Eq. (1.50) we have
                                                             2  )
                                         1 + COSM        1 - cos 28
                                 %=EI(      2    )+EII(
              or
                                   E,  = $  +  + 4  - cII) COS 28                (1.51)
              Similarly

                                 &b = $ (€1 + EII) + $ (E1 - EII) cos 2(8 + a)   (1.52)
              and
                               E,  = ; + EI1)  + 4 (EI  - EII) cos 2(e + a + p)   (1.53)
                                     (EI
              Therefore if E,,  &b and E,  are measured in given directions, i.e. given angles a and p,
              then      and 8 are the only unknowns in Eqs (lSl), (1.52) and (1.53).
                The principal stresses are now obtained by substitution of   and   in Eqs (1.47).
              Thus
                                               1
                                           &I = - (Cq - vq1)                     (1.54)
                                               E
              and

                                                                                 (1.55)

              Solving Eqs (1.54) and (1.55) gives
                                               E
                                                      +
                                                 9
                                         01 = - %I)                              (1.56)
                                               -
                                                   (&I
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