8441 G -6.371286E+01 -9.152949E+00 -3.562564E+00 -1.350198E+00 2.825593E+01 -2.845613E-04
8442 G -6.594308E+01 -9.820399E+00 -4.092450E+00 -1.453154E+00 3.016398E+01 -3.113411E-04
8443 G -6.945806E+01 -1.076743E+01 -4.733410E+00 -1.707313E+00 3.233792E+01 -3.503011E-04
8444 G -7.861628E+01 -1.137672E+01 -5.611669E+00 -3.193186E+00 3.611030E+01 -4.189832E-04
8445 G -5.206215E+01 -1.157464E+01 -3.619434E+00 -1.783398E+00 2.429843E+01 -3.014499E-04
1 MSC.NASTRAN JOB CREATED ON 29-MAY-09 AT 17:00:32 MAY 29, 2009 MD NASTRAN 5/22/08 PAGE 243
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1 MSC.NASTRAN JOB CREATED ON 29-MAY-09 AT 17:00:32 MAY 29, 2009 MD NASTRAN 5/22/08 PAGE 244
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0 SUBCASE 1
-------------------------------------------------------------------------------前面有很多内容
S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D 4 )
ELEMENT PLY STRESSES IN FIBER AND MATRIX DIRECTIONS INTER-LAMINAR STRESSES PRINCIPAL STRESSES (ZERO SHEAR)
-------下面2个ID对应的是上面单元,铺层的ID,格式太小,编辑不了,我就要NORMAL-1,NORMAL-2,和SHEAR-12,下面的数据就是列表的形式给出的-------------
ID ID NORMAL-1 NORMAL-2 SHEAR-12 SHEAR XZ-MAT SHEAR YZ-MAT ANGLE MAJOR MINOR
1 1 1.54022E+01 -6.56086E+00 2.97565E+00 3.22816E+00 2.12191E+00 7.58 1.57982E+01 -6.95687E+00 1.13776E+01
0 1 2 9.20668E+01 -2.61725E+00 -7.44131E+00 3.26048E+00 3.93705E+00 -4.47 9.26480E+01 -3.19851E+00 4.79233E+01
0 1 3 3.87047E+01 2.80865E+01 -2.06134E+01 2.59853E+00 2.78069E+00 -37.78 5.46817E+01 1.21095E+01 2.12861E+01
0 1 4 -5.54949E+00 5.69159E+01 1.21808E+01 -1.49935E-07 1.59714E-07 79.35 5.92071E+01 -7.84071E+00 3.35239E+01
0 2 1 2.22580E+01 -5.53466E+00 4.99547E+00 3.23511E+00 1.97883E+00 9.89 2.31286E+01 -6.40528E+00 1.47669E+01
0 2 2 1.08947E+02 -2.88147E+00 -8.61595E+00 3.26750E+00 3.67158E+00 -4.38 1.09607E+02 -3.54140E+00 5.65743E+01
0 2 3 3.83669E+01 3.21387E+01 -2.27004E+01 2.60413E+00 2.59319E+00 -41.09 5.81658E+01 1.23398E+01 2.29130E+01
0 2 4 -4.23769E+00 6.14013E+01 1.51840E+01 -1.50258E-07 1.48945E-07 77.59 6.47435E+01 -7.57994E+00 3.61617E+01