At a point in a loaded steel plate the stress tensor is _ ij = pmatrix 50 & 30 & 0 30…
PHYSICS · Subjective · Fermi University Physics · Fluids & Continuum Physics · Fluid statics and the continuum picture · Solid continuum mechanics and complex fluids
Fluids and Continuum Physics, Ch The continuum hypothesis, pressure and the stress tensor
Problem
At a point in a loaded steel plate the stress tensor is σij=5030030−300000MPa. A small cut through the point has unit normal n^=(cosθ,sinθ,0), and s^=(−sinθ,cosθ,0) is the unit vector that lies in the cut and in the xy plane. (a) For any symmetric stress tensor with entries σxx, σyy and σxy=σyx=τ in the xy plane and σxz=σyz=0, show that the traction on the cut has normal component tn=21(σxx+σyy)+21(σxx−σyy)cos2θ+τsin2θ and in-plane component ts=τcos2θ−21(σxx−σyy)sin2θ. (b) For the steel plate, find the two orientations with 0≤θ<180∘ at which the cut carries no shear traction, and the normal traction on each. (c) A sheared glycerine film has σxx=σyy=−p with p=1.00×105Pa, and τ=14Pa. Use part (a) to find its zero-shear orientations and the normal traction on each. A classmate argues that because the film is flowing, every cut through it must carry some shear traction. Use your results to say whether this is right.