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
Transcribed Image Text:
Pex ey 2 ey de 2 + az2 + Fez Fex 0;2 dx 2ex z Fey z , z aexy = 2 Feyz z = 2. Fezx z + - - - + a + z y z + + + z
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Related Book For
Elasticity Theory Applications And Numerics
ISBN: 9780128159873
4th Edition
Authors: Martin H. Sadd Ph.D.
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