Page 294 - Mechanics Analysis Composite Materials
P. 294

Chapter 6.  Fuilure criteria una strength of laminares   219

                 0,,MPa                            O,, MPa
                 I000                             1000

                 500                               500

                                                                     -.
                 200                               200             '.  2  /
                                                                0-
                                                                ~  7..-
                 100                               100          .......
                  50


                  0
                    0   15  30   45   60   75  90     0   15  30   45   60   75   90



            Fig. 6. I 1.  Dependence of the stress on the fiber orientationangle fur or-axes tension (a) and compression
            (h) of  glass-epoxy  unidirectional  composite. (-,  -. -. -)  maximum  stress  criterion,  Eqs.  (6.2):
            (. t.  t..  .)  approximation  criterion,  Eqs.  (6.3) and  (6.16);  (- -- -)  approximation  criterion,  Eqs.  (6.3)
                                            and (6.17).








            where




            Maximum  strain  criterion  ignores  the  strain  interaction  but  allows for the stress
            interaction due to Poisson's effect. This criterion provides the results that are rather
            close to those following from the maximum stress criterion and has not found wide
            practical  implementation.
              However, there  exists a  unique  stress state to study which only  the  maximum
            strain criterion can be used. This is longitudinal compression of a unidirectional ply
            discussed earlier in Section 3.4.4. Under this type of loading only longitudinal stress
            CT~is induced, while 02  = 0 and  212 = 0. Nevertheless, the fracture is accompanied
            with cracks parallel to fibers (see Fig. 6.12 showing tests performed by Katarzhnov,
            1982). These cracks are caused by transverse tensile strain  E:!  induced by Poisson's
            effect. The corresponding strength condition follows from Eqs. (6.7) and  (6.8) and
            can be written as
   289   290   291   292   293   294   295   296   297   298   299