Following the scheme used in Example 14.1, consider the same stress field case = Ty 2
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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
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Related Book For
Elasticity Theory Applications And Numerics
ISBN: 9780128159873
4th Edition
Authors: Martin H. Sadd Ph.D.
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