A two-dimensional state of plane stress in the x, y-plane is defined by z =
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A two-dimensional state of plane stress in the x, y-plane is defined by σz = τ yz = τ zx = 0. Using general principal value theory, show that for this case the in-plane principal stresses and maximum shear stress are given by:
Transcribed Image Text:
2 ax+ay ax - ay 72="+" = (727) + 3 01,2 Tmax= Ox-ay 2 2 + z
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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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