Following the scheme used in Example 14.1, consider the same stress field case ∅ = Ty²/2 but with modulus variation in the y-direction, E = E(y). First show that the required modulus variation is given by E = Eo / (1 + Ky). Next determine the resulting displacement field assuming as before zero displacements and rotation at the origin, to get:

Data from example 14.1

Transcribed Image Text:

U = T (1 + Ky)x, Eo T V=-V- --- (+(+)) y K Eo 2v