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=(5030030−300000) MPa.\sigma_{ij} = \begin{pmatrix} 50 & 30 & 0\\ 30 & -30 & 0\\ 0 & 0 & 0\end{pmatrix}\ \mathrm{MPa}. A small cut through the point has unit normal n^=(cos⁡θ, sin⁡θ, 0)\hat{\mathbf{n}} = (\cos\theta,\ \sin\theta,\ 0), and s^=(−sin⁡θ, cos⁡θ, 0)\hat{\mathbf{s}} = (-\sin\theta,\ \cos\theta,\ 0) is the unit vector that lies in the cut and in the xyxy plane. (a) For any symmetric stress tensor with entries σxx\sigma_{xx}, σyy\sigma_{yy} and σxy=σyx=τ\sigma_{xy} = \sigma_{yx} = \tau in the xyxy plane and σxz=σyz=0\sigma_{xz} = \sigma_{yz} = 0, show that the traction on the cut has normal component tn=12(σxx+σyy)+12(σxx−σyy)cos⁡2θ+τsin⁡2θt_n = \tfrac12(\sigma_{xx}+\sigma_{yy}) + \tfrac12(\sigma_{xx}-\sigma_{yy})\cos2\theta + \tau\sin2\theta and in-plane component ts=τcos⁡2θ−12(σxx−σyy)sin⁡2θt_s = \tau\cos2\theta - \tfrac12(\sigma_{xx}-\sigma_{yy})\sin2\theta. (b) For the steel plate, find the two orientations with 0≤θ<180∘0 \le \theta < 180^{\circ} at which the cut carries no shear traction, and the normal traction on each. (c) A sheared glycerine film has σxx=σyy=−p\sigma_{xx} = \sigma_{yy} = -p with p=1.00×105 Pap = 1.00\times10^{5}\ \mathrm{Pa}, and τ=14 Pa\tau = 14\ \mathrm{Pa}. 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.

Browse the problem library