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Consider the square plate below in a state of plane strain (only the in-plane strains Ex, Ey, Exy are non-zero). The strain field is
Consider the square plate below in a state of plane strain (only the in-plane strains Ex, Ey, Exy are non-zero). The strain field is as follow: Ex=2xy, Ey=3xy, Exy = x + y Integrate this strain field to determine the displacement field. y 2 2 bar X
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