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For a plane strain problem, which strain value is correct if the problem is characterized by the displacement field ux=ux(x,y), uy=uy(x,y) and uz=0?

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For a plane strain problem, which strain value is correct if the problem is characterized by the displacement field u<sub>x</sub>=u<sub>x</sub>(x,y), u<sub>y</sub>=u<sub>y</sub>(x,y) and u<sub>z</sub>=0?






 
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