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the rotational degree of freedom of the reference nodes is not restrained.

Submitted by KARTHI k on

i am trying to simulate sheet metal bending.

die and punch were given as analytically ridid body.

the following error occured ,

kindly clarify me regarding this.

 

 

 

 

 

 

 

 

 

Abaqus/Explicit 6.10-1                           DATE 21-Apr-2015  TIME 11:33:14

-------------------------------------------------------------------------------

 PREPROCESSOR WARNING MESSAGES

-------------------------------------------------------------------------------

 

 

***WARNING: There are 1 warning messages in the data (.dat) file.  Please

            check the data file for possible errors in the input file.

 

 

-------------------------------------------------------------------------------

 MODEL INFORMATION (IN GLOBAL X-Y COORDINATES)

-------------------------------------------------------------------------------

 

   Total mass in model = 17655.

   Center of mass of model = ( 1.000000E+00, 1.493911E-01)

 

   Moments of Inertia :

                 About Center of Mass              About Origin

      I(XX)          1.750310E+02                  5.690501E+02

      I(YY)          5.294940E+04                  7.060440E+04

      I(XY)         -8.088350E-05                 -2.637500E+03

      I(ZZ)          5.312613E+04                  7.117515E+04

 

-------------------------------------------------------------------------------

 STABLE TIME INCREMENT INFORMATION

-------------------------------------------------------------------------------

 

 

  The stable time increment estimate for each element is based on

  linearization about the initial state.

 

 

   Initial time increment = 5.29052E-05

 

   Statistics for all elements:

      Mean = 5.29053E-05

      Standard deviation = 0.0000

 

   Most critical elements:

    Element number   Rank    Time increment   Increment ratio

    (Instance name)

   ----------------------------------------------------------

          61          1       5.290525E-05      1.000000E+00

    SHEET METAL-1

          63          2       5.290525E-05      1.000000E+00

    SHEET METAL-1

          65          3       5.290525E-05      1.000000E+00

    SHEET METAL-1

          66          4       5.290525E-05      1.000000E+00

    SHEET METAL-1

          67          5       5.290525E-05      1.000000E+00

    SHEET METAL-1

          70          6       5.290525E-05      1.000000E+00

    SHEET METAL-1

          71          7       5.290525E-05      1.000000E+00

    SHEET METAL-1

          73          8       5.290525E-05      1.000000E+00

    SHEET METAL-1

          75          9       5.290525E-05      1.000000E+00

    SHEET METAL-1

          78         10       5.290525E-05      1.000000E+00

    SHEET METAL-1

 

 

  Instance name for the most critical element will be printed if the critical

  element changes or at the beginning of a new page.

 

 

           

***NOTE: Contact output has been requested for at least one contact pair 

         involving an analytical rigid surface. For each of these pairs, 

         contact output will not be provided for the analytical surface, but 

         will be provided for the opposing surface.

           

 

***ERROR: Rotary inertia is not defined for the rigid bodies with the

          reference nodes listed below, but not all rotational degrees of

          freedom are constrained at the reference node. Abaqus/Explicit now

          requires rigid bodies to have a positive definite rotary inertia

          unless rotational constraints are applied with the *BOUNDARY option

          (see the Abaqus Analysis Users Manual). Nodes that are part of a

          rigid body do not require mass and inertia individually, but the

          rigid body as a whole must possess mass and inertia unless

          constraints are used. To remedy this error, either add rotational

          constraints to the reference nodes with the *BOUNDARY option or add

          inertia using the *ROTARY INERTIA option, whichever is appropriate

          to obtain the desired response. A node set named

          "ErrNodeRefNodeNoRotInert" containing the problematic reference

          nodes is also created for use in Abaqus/Viewer to help locate the

          error and modify the input definition.

 

 

Reference Nodes:

node: 1     instance: PART-2-1

 

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