Using the results from Exercise 2.20, determine the two-dimensional strains e r , e , e

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Using the results from Exercise 2.20, determine the two-dimensional strains er, eθ, e for the following displacement fields:

a. Ur A r ug = B cos 0

b. ur = Ar, ug = Ug = Br sin 0

c. ur = A sin 0 + B cos 0, ug = A cos 0 - B sin 0 + Cr

where A, B, and C are arbitrary constants.

Data from exercise 2.20

Consider the plane deformation of the differential element ABCD defined by polar coordinates r, θ as shown in the following figure. Using the geometric methods outlined in Section 2.2, investigate the changes in line lengths and angles associated with the deformation to a configuration ABCD, and develop the strain displacement relations:

er ur r' eg de ; (ur + 'n C rde ue 20 A ero: D' A' dr 1/1 dur ur ue  ar + 2 B  r B'

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