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yy-h12.xls
Then the equation (with respect to fi 1;fi 2;fi 3) 8 > < >: A 1 †yy H = -1 =r; A 2 †yy H = -2 =r; A 3 †yy H = -3 =r; is equivalent to 8 > > > > < > > > >: 0 =Re (2 x H 1 A 1 x 2 „ fi 1 fi 2) +Re (2 x H 2 A 1 x 3 „ fi 2 fi 3) +Re ...
From Eq.(2), the following stress-strain relations are obtained; ′ δσ ν − ′ δσ ν − ′ δσ = δε zz v vh yy h hh xx h xx E E E 1 (3) ′ δσ ν − ′ δσ + ′ δσ ν − = δε zz v vh yy h xx h hh yy E E 1 E (4 ...
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