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METALWORKING EQUIPMENT                                                             METALWORKING EQUIPMENT
 AND TOOLS                                                                          AND TOOLS
 In
 Investigation of the stiffness and bearing vestigation of the stiffness and bearing
 capacity of an HSK joint bythe method of y of an HSK joint bythe method of     the  spindle  before  termination  3  was
            ● the  length  of  the  front  end  of
 capacit
 simulation modelling
    The  cutting process  creates  a   simulation modelling  chosen  minimally  sufficient  to  maintain
 complex spatial picture of the loading   unchanged  the  stress-strain state  of  the
 of the HSK joint by cutting forces and   its author  considered the  possibility   system, the pattern of deformations at the
 mandrel  fixing.  As  a  rule,  the  axial   of  residual radial  deformations  only   joints of the spindle and mandrel caused
 component of the cutting force provides   in  a  flat  joint,  between  the  flanges  of   by external loading and the action of the
 clamping of the mandrel to the spindle   the  mating  parts,  and  the  occurrence   clamping mechanism;
 and does not interfere with the operation   of  axial displacements caused  by  the      ● the  magnitude  and  direction
 of the connection; therefore, the radial   action  of  pulling loads  was  not  taken   of  the  force  (Fзаж)  acting  from  the
 component  and  the  moment  created   into account.  clamping  mechanism to  the  inner  flange
 by it are  of the  greatest  interest  for      Given the results obtained in [2],   of the mandrel 4, correspond to the force
 assessing  the  operational  capabilities   this approach  should be  considered   developed by the clamping mechanism
 of HSK.  one-sided.  To understand  the  physical phenomena   in accordance with the recommendations
    The failure of the HSK tool joint   that lead to failure of the joint and the nature of the   of ISO 12164-1: 2001 and ISO 12164-2:     Taking  into account  the  symmetry  of  the
 occurs when the maximum permissible   faults, it is necessary to study the behavior of the joint   2001;  stress-strain state of the structure allows you to build
 load is exceeded and is accompanied by   at different radial loads applied at different distances      ● the  coefficient  of  friction  at  the  an  adequate  mathematical  model,  while reducing
 unacceptable movement of the mandrel   from the flat ring joint.   joints of the mandrel and spindle is taken  its dimension by half. Accordingly, the  magnitude
 relative  to  the  spindle,  a  significant      Due to the fact that experimental observation   equal to 0.2 (contact of steel surfaces in  of  external  forces  should  be  reduced  by  half,  and
 decrease  in the  joint rigidity during   of the effects listed above is difficult, the study was   the absence of lubrication);  when analyzing the results, a reverse transition to
 cutting, and the occurrence of residual   conducted  in  the  environment  of  finite  element      ● the  stress-strain  state  of  the  the full structure was performed. The critical load
 deformations. Signs of a starting failure   modeling Simulation, integrated into the CAD system   structure  is  symmetrical  with respect  to  (Fкр),  which  determines  the  moment  of  loss  of
 may include:  SolidWorks. The following describes the methodology   the  plane  of  application of  the  external  performance, depends on both external factors (F
 ● radial  movement  of  the  mandrel   for constructing mathematical models and processing   radial load.  and L), and from a combination of tolerances on the
 flange  relative  to  the  spindle  end   results  for  the  HSK-A40,  HSK-A63  and  HSK-A100      When constructing the finite element  geometric dimensions of the connecting surfaces of
 surface in contact with the shear load   systems.  model,  the following  simulation features  the mandrel and spindle. The initial data for assessing
 at the joint [1];  were used:                           the influence of the accuracy of manufacturing the
            ● to  construct  the  mesh,  finite  mandrel and spindle on the value of Fкр connections
    elements were used — tetrahedra with a  were  taken  from  GOST R 51547-2000  and  GOST
    second-order form function;                          R 51726-2001.  Depending  on  the  combination  of
            ● joints  were  described  by  special  tolerances of the connecting surfaces of the spindle
    finite  elements,  taking  into  account  the  and mandrel, two extreme cases are possible:
    possibility of mating surfaces coming out                   ● the  conical  part  of  the  seat  in  the  spindle
    of contact and friction between them;                is made along the lower boundary of the tolerance
            ● the  sequence  of  application  of  field, the mandrel cone - along the upper boundary
    forces  - tightening  the  mandrel  into the  (hereinafter this combination is called a ‘‘tight‘‘fit);
    spindle and the  subsequent  application                    ● the conical part of the seat in the spindle is
    of radial load - is implemented using the  made  along  the  upper  boundary  of  the  tolerance
    boundary condition ‘‘hot landing‘‘;                  field,  the  mandrel  cone  -  along  the  lower
            ● geometric  non-linearity  of  the  boundary (hereinafter this combination is called a
    model,  arising due  to the  redistribution  ‘‘weakened‘‘landing).
    of  contact  pressures  at  the  joints under               The  connecting  surfaces  of  real  joints have
    the influence of radial force, is taken into  shape  deviations  and  roughness  that  affect  the

 a  b  account by the applied algorithm of ‘‘large  distribution of loads in the structure and its rigidity.
    displacements‘‘;                                     In mathematical  models,  the  shape  is perfect,
  Fig. 1. The design model of the connection ‘‘spindle - tool holder‘‘..     ● the symmetric nature of the solution  and  the  surfaces  are absolutely smooth,  and  the
    is taken into account by the appointment  influence of errors can be taken into account due to
 ● axial movement of the flange relative      When choosing a design scheme (see Fig. 1, a),   of the corresponding boundary conditions  the appropriate combination of tolerances.
 to the end surface  of  the  spindle in   the following features of the functioning of structural   in the section coinciding with the plane of     In accordance  with the  recommendations of
 contact  with the  force  pulling  the   elements were taken into account:  load application;  the standards ISO 12164-1: 2001 and ISO 12164-
 mandrel from the spindle [2].     ● the ability to open the joints of the spindle 1      ● reduction  of  the  radial  load  (F)  2: 2001, the flat ring joint should absorb at least
    It was proposed in [1] to evaluate   and mandrel 2 under load;  applied through  the  shoulder  (L)  to the  75%  of  the  force  from  the  clamping mechanism.
 the maximum permissible load on the      ● the nature of the contact interaction at the   end of the mandrel is carried out by the  Calculations carried out for cones 40, 63 and 100 of
 tool joint with a statically indeterminate   joints formed by the mandrel and the spindle depends   boundary condition ‘‘distance loads‘‘- the  the HSK-A joint showed that with a ‘‘tight‘‘fit, only
 basing  system  by  the  occurrence  of   on a combination of their sizes within the tolerance   assignment  of  the  corresponding  forces  49%, 42% and 62%, respectively, perceive a ring
 residual deformations in the  joints   fields;  and  moments  in  the  grid  nodes  at  the  joint, and 84%, 89% and 83% of Fzag respectively
 between  the  mating  parts.  However,   front end of the mandrel.  (equal to 6.8 kN, 18 kN and 45 kN, respectively).

 14  Stanochniy park                                                                            Stanochniy park       15
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