Page 288 - Mechanics Analysis Composite Materials
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Chapter 6. Failure  criteria and strength of  laminates   273

         can be constructed. However, uncertainty and approximate character of the existing
         micromechanical models discussed in Section 3.3 result in relatively poor accuracy
         of  this method  which, being in principle rather promising, has not found by  now
         wide practical application.
           The second  basic approach  that  can  be  referred to as macrophenomenological
         one deals with the average stresses 01,  02,  and 212 shown in Fig. 6.1 and ignores the
         ply  microstructure.  For a  plane  stress state of  an  orthotropic ply, this  approach
         requires at least five experimental results specifying material strength under:
         0  longitudinal tension, a:  (point A  in Fig. 6.2),
         0  longitudinal compression, a,,
         0  transverse tension, 5;  (point B in Fig. 6.2),
         0  transverse compression, 8;,
         0  in-plane shear, 212  (point C in Fig. 6.2).
         Obviously, these data are not enough to construct the complete failure surface, and
         two possible ways leading to two types of failure criteria can be used.
           The first type referred to as structural failure criteria involves some assumptions
         concerning  the  possible  failure  modes  that  can  help  us  to  specify  the  shape  of
         the  failure  surface.  According  to  the  second  way  providing  failure  criteria  of
         approximation  type,  experiments  simulating  a  set  of  complicated  stress  states
         (such that two or all three stresses 01,   02,  and  212  are induced simultaneously) are
         undertaken.  As a result, a system of  points  like point D in Fig. 6.2 is determined
         and approximated  with some suitable surface.
           Experimental data that are necessary to construct the failure surface are usually
         obtained  testing  thin-walled  tubular  specimens  like  shown  in  Figs.  6.3 and  6.4.
         These  specimens  are  loaded  with  internal  or  external  pressure  p,  tensile  or
         compressive axial forces P, and end torques T, providing the given combination  of























                                 I     -  -  ,  U@l


                           Fig. 6.3.  Glass fabric-epoxy test tubular specimens.
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