Page 298 - Mechanics Analysis Composite Materials
P. 298

Chapter 6. Failure criteria and strength of  laminates   283




            Coefficients RII.  R22  and SI?can be found as earlier from Eqs. (6.10), and we need
            to use  an additional strength condition to determine the coupling coefficient, Rp.
            A  reasonable form of this condition is F(q = -e;,   ~2  = -8y,  712 = 0) = 1.  This
            means that  while for  Iql < 8; and  1~21< 8y  the interaction of  stresses increases
            material strength under compression the combination of compressive failure stresses
            101  I = 0;  and  1031  = 07  results in material failure. Then


                                                                              (6.15)

            Comparison of this criterion with experimental data is presented in  Fig. 6.8.
              Now consider unidirectional composites and return to Fig. 6.1I. As can be seen,
            the maximum stress criterion, (solid lines), ignoring the interaction of stresses  02  and
            212  demonstrates  rather  poor  agreement  with  experimental data.  The  simplest
            approximation criterion, Eqs. (6.1 1)  and (6.12), acquires, for the case under study,
            the form


                                                                              (6.16)


            and  the  corresponding failure envelope is  shown in  Fig.  6.1 1 with  dotted  lines.
            Providing fair agreement with experimental results for tension  (Fig. 6.1 I(a)) this
            criterion  fails  to  predict  material  strength  under  compression  (Fig.  6.11(b)).
            Moreover, for this case, the approximation criterion yields worse results than are
            demonstrated by  the maximum stress criterion. There are simple physical reasons
            for this discrepancy. In contrast to the maximum stress criterion, Eq. (6.16) allows
            for stress interaction, but in such a way that transverse stress 02  reduces material
            strength under shear. However, this is true only if transverse stress is tensile. As can
            be seen in  Fig. 6.15, where experimental results taken from Barbero’s book (1998)
            are presented, compressive stress is2  increases the ultimate value of shear stress TI?.
            As a result, the simplest polynomial criterion in Eq. (6.16), being, as it was already
            noted.  quite  adequate  for  (~2> 0, significantly underestimates material  strength
            for  c2< 0  (solid  line  in  Fig.  6.15). As  also  follows from  Fig.  6.15.  the  proper
            approximation of experimental results can be achieved if  we  use  the curve of the
            type shown in Fig. 6.14(b) (but moved to the left with respect to the y-axis). Le.. if
            we apply for this case the criterion presented with Eq. (6.14) which can be written as


                                                                              (6.17)

            The corresponding approximations are shown in  Figs. 6.1 1  and 6.15 with broken
            lines.
   293   294   295   296   297   298   299   300   301   302   303