Question: How would you evaluate the circumferential strain, , at r = 0? What is this strain in terms of the a's given in

How would you evaluate the circumferential strain, ε_θ, at r = 0? What is this strain in terms of the a's given in Eq. (9.1.15). Elasticity theory tells us that the radial strain must equal the circumferential strain at r = 0?

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