"Elementelasticconstant(6,6,Nel)" 修訂間的差異

出自 DDCC TCAD TOOL Manual
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Elementelasticconstant(6,6,Nel) are the elastic constants of each element. The strain tensor is in the form of
+
Elementelasticconstant(6,6,Nel) are the elastic constants of each element. The strain tensor is in the form of <br>
<math> \Sigma_{i,j=1}^{6} c_{i,j} </math>
+
<math> \Sigma_{i,j=1}^{6} c_{i,j} </math> <br>
  +
Nel is the element number. These variables save the elastic constants of each elements. <br>
  +
  +
For example: For wurtzite lattice <br>
  +
  +
elementelasticconstant(1:6,1:6,totalelements) =0.0
  +
do i=1,totalelements
  +
elementelasticconstant(1,1,i) = c11
  +
elementelasticconstant(1,2,i) = c12
  +
elementelasticconstant(1,3,i) = c13
  +
elementelasticconstant(2,2,i) = c11
  +
elementelasticconstant(3,3,i) = c33
  +
  +
elementelasticconstant(2,1,i) = c12
  +
elementelasticconstant(2,3,i) = c13
  +
elementelasticconstant(3,1,i) = c13
  +
elementelasticconstant(3,2,i) = c13
  +
elementelasticconstant(3,3,i) = c33
  +
elementelasticconstant(4,4,i) = c44
  +
elementelasticconstant(5,5,i) = c44
  +
elementelasticconstant(6,6,i) = c66
  +
  +
...
  +
...
  +
...
  +
end do

於 2017年12月4日 (一) 14:59 的修訂

Elementelasticconstant(6,6,Nel) are the elastic constants of each element. The strain tensor is in the form of
 \Sigma_{i,j=1}^{6} c_{i,j}
Nel is the element number. These variables save the elastic constants of each elements.

For example: For wurtzite lattice

elementelasticconstant(1:6,1:6,totalelements) =0.0
do i=1,totalelements
  elementelasticconstant(1,1,i) = c11
  elementelasticconstant(1,2,i) = c12
  elementelasticconstant(1,3,i) = c13
  elementelasticconstant(2,2,i) = c11
  elementelasticconstant(3,3,i) = c33
  elementelasticconstant(2,1,i) = c12
  elementelasticconstant(2,3,i) = c13
  elementelasticconstant(3,1,i) = c13
  elementelasticconstant(3,2,i) = c13
  elementelasticconstant(3,3,i) = c33  
  elementelasticconstant(4,4,i) = c44
  elementelasticconstant(5,5,i) = c44
  elementelasticconstant(6,6,i) = c66
  ...
  ...
  ...
end do