abaqus组合结构位移荷载模型错误解决

status文件如下

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PREPROCESSOR WARNING MESSAGES

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***WARNING: There are 3 warning messages in the data (.dat) file.  Please

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

***WARNING: In step 1, portions of main surfaces in the general contact domain

            have been tied together.  Joining disconnected surfaces with *TIE

            does not alter the surface connectivity and results in a seam in

            the contact surface.  The nodes along the tied surface perimeters

            have been added to the node set named  "WarnNodePerimTieSeam".

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DOMAIN DECOMPOSITION INFORMATION

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DOMAIN 1 HAS 20427 ELEMENTS AND 236230 NODES with WEIGHT 50.000

DOMAIN 2 HAS 20374 ELEMENTS AND 35041 NODES with WEIGHT 50.000

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 MODEL INFORMATION (IN GLOBAL X-Y COORDINATES)

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 Total mass (unscaled) in model = 2114.5

   Center of mass of model (based on unscaled mass) = (-1.044988E+00,-4.382002E-02, 4.501347E-01)

 Moments of Inertia :

                 About Center of Mass              About Origin

      I(XX)          7.368090E+02                  1.169308E+03

      I(YY)          4.353721E+03                  7.091177E+03

      I(ZZ)          3.800590E+03                  6.113667E+03

      I(XY)         -1.301940E-02                 -9.683819E+01

      I(YZ)          1.339122E-04                  4.170814E+01

      I(ZX)          1.588352E+01                  1.010506E+03

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 STABLE TIME INCREMENT INFORMATION

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The stable time increment estimate for each element is based on

  linearization about the initial state. The stable time increment estimates

  do not account for mass scaling.

Initial time increment = 1.69246E-07

Statistics for all elements:

      Mean = 1.47325E-06

      Standard deviation = 8.71975E-07

   Most critical elements:

    Element number   Rank    Time increment   Increment ratio

    (Instance name)

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

       14533          1       1.692461E-07      1.000000E+00

    shear plate-1

       11723          2       1.692461E-07      1.000000E+00

    shear plate-1

       13128          3       1.692461E-07      9.999999E-01

    shear plate-1

       13255          4       2.052185E-07      8.247115E-01

    shear plate-1

       14660          5       2.052185E-07      8.247115E-01

    shear plate-1

       11850          6       2.052185E-07      8.247115E-01

    shear plate-1

        2979          7       2.217974E-07      7.630661E-01

    shear plate-1

        1765          8       2.217974E-07      7.630661E-01

    shear plate-1

         551          9       2.217974E-07      7.630661E-01

    shear plate-1

       14652         10       2.496846E-07      6.778395E-01

    shear plate-1

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

  element changes or at the beginning of a new page.