Problem

In many situations it is known that the normal stress in a given direction is zero. For ex...

In many situations it is known that the normal stress in a given direction is zero. For example, σ_z = 0 in the case of the thin plate shown. For this case, which is known as plane stress, show that if the strains ϵ_x and ϵ_y have been determined experimentally, we can express σ_x, σ_y and ϵ_z as follows:

Fig. P9.59

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Solutions For Problems in Chapter 9

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