Using an example of static equilibrium of an element in pure two-dimensional (2D) shear stress, prove that
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Using an example of static equilibrium of an element in pure two-dimensional (2D) shear stress, prove that the shear stresses are symmetric (i.e., prove that \(\sigma_{i j}=\sigma_{j i}\) when \(i eq j\) ).
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Related Book For
Principles Of Composite Material Mechanics
ISBN: 9781498720694
4th Edition
Authors: Ronald F. Gibson
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