Develop the general displacement solution (8.3.9) for the axisymmetric case. Equation 8.3.9 Ur = Ug = v)
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Develop the general displacement solution (8.3.9) for the axisymmetric case.
Equation 8.3.9
Transcribed Image Text:
Ur = Ug = v) 1/2 [ - ( + 1 ) a E r + A sino + B cose 4r0 E -a + 2(1-v)a3r log r- (1+v)a3r + 2a2(1 a3 + A cose B sin0 + Cr 2a2(1 - 1)r] - (8.3.9)
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For the axisymmetr ic case the stresses were given by 91 2 Using strain di...View the full answer
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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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