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             The  fourth  theory  has  very  good  strength  convergence  with
           experimental data for plastic materials.
             Let  also  study  the  theory  of  strength  of  limit  stress  states
           (Mohr’s strength theory). It is based on a logical systematization of
           a number of experimental results.
             According to this theory the strength criterion is the value
                                             ,
                                            1    3
                                            
                                           
                  where the coefficient     t  .
                                            
                                           
                                              c
             In  other  words,  according  to  Mohr’s  theory  of  strength  the
           destruction of the material in any complex stress state is reached
           when the value     exceeds the allowable tensile stress that is
                            1    3
           defined in the linear stress state.
             The strength conditions by Mohr’s strength theory are:
                             M          .                   (3.39)
                                             
                              eqv   1    3      t
             Mohr’s  theory  is  used  in  the  calculation  of  structures  with
           brittle  materials. It has  better convergence with the experimental
           data than the first and the second theories of strength, especially
           for stress states in which     0  and     0 .
                                     1          3
                                                 
                                                     
             Obviously,  for  plastic  materials  (    )     1  and  the
                                                       
                                                   t      c
           expression (3.39) is transformed into the condition (3.35).
             For very brittle materials that are practically unable to perceive
           tensile stress, we can assume that     0 the formula (3.39) turns
           into a strength condition in the first theory.


           Questions for self-assessment



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