Using scalar methods, differentiate the individual strain displacement relations for e x , e y , and

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Using scalar methods, differentiate the individual strain displacement relations for ex, ey, and exy, and independently develop the first compatibility equation of set (2.6.2).

Equation 2.6.2

ex dey  2 ey de 2 + az2 + Fez Fex 0;2 dx  2ex z  Fey z  ,  z aexy   = 2 Feyz z = 2. Fezx z    +   - - - +  a

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