For the axisymmetric polar case where all field functions depend only on the radial coordinate r, show
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For the axisymmetric polar case where all field functions depend only on the radial coordinate r, show that a strain compatibility statement can expressed as:
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er = d ere - (rea) dr while the shear strain-displacement relation becomes 1 due dr (H)
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e du ar d dr u due 20 ere 1...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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