How would you evaluate the circumferential strain, , at r = 0? What is this
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How would you evaluate the circumferential strain, εθ, 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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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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