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P. 72

state  will  be  provided  if  the  largest  tangential  stresses  does  not
           exceed the allowable determined in linear stress state.
             The conditions of strength by the third theory are:
                                            
                                         1   3      .
                                    max
                                            2
             The  largest  tangential  stresses  under  uniaxial  tensile  or
           compression equal to half of the largest normal stress     5 , 0    ,
           thus
                             Й         .                   (3.35)
                                              
                               eqv   1    3
             The  third  theory  has  good  strength  convergence  with  the
           experimental data for plastic materials.
             The fourth or the energy theory of strength - the hypothesis that
           the strength of the material in difficult stress state will be provided
           if the specific potential energy of deformation does not exceed the
           allowable values established experimentally in linear stress state.
             The conditions of strength by the fourth theory has the form
                                       u    u .
                                        n    n
             Taking into account the relations (2.35) and (3.31), we obtain:

                            2
                       2
                                 2
                                                              
             ЙV             2 (          )    .   (3.36)
               eqv     1    2    3       1  2   1  3   2  3

             Experimental studies show that the  fourth theory gives a true
           result,  if  we  take  into  account  only  the  potential  energy  in
           deformation and neglect the energy of volume change. To do this,
           analyzing  the  relation  (3.29),  we  assume      5 , 0   then  the
           expression (3.36) takes the form

                             2
                                      2
                                 2
                                                              
                  ЙV                           ,
                     eqv    1    2    3    1  2  1  3   2  3
                  or
                       1           2           2          2
                                                               
                ЙV                                (3.37)
                 eqv       1    2      2    3      3   1  
                       2
                                          72
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