Question 12.89: At a point in a stressed body, the principal stresses are or...

At a point in a stressed body, the principal stresses are oriented as shown in Figure P12.89. Use Mohr’s circle to determine:
(a) the stresses on plane a-a.
(b) the stresses on the horizontal and vertical planes at the point.
(c) the absolute maximum shear stress at the point.

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The center of Mohr’s circle can be found from the two principal stresses:

C=\frac{\sigma_{p 1}+\sigma_{p 2}}{2}=\frac{(-7.82  ksi )+(-30.18  ksi )}{2}=-19.00  ksi

The radius of the circle is

R=\frac{\left|\sigma_{p 1}-\sigma_{p 2}\right|}{2}=\frac{|(-7.82  ksi )-(-30.18  ksi )|}{2}=11.18  ksi

(a) The stresses on plane a-a are found by rotating 270° counterclockwise from the \sigma_{p 2} point on Mohr’s circle. Therefore, the point at the top of the circle directly above the center corresponds to the state of stress on plane a-a.

\begin{aligned}&\sigma_{a-a}=C=-19.00  ksi =19.00  ksi ( C ) \\&\tau_{a-a}=R=11.18  ksi \quad \text { (shear stress rotates the wedge element clockwise) }\end{aligned}

 

 

(b) The angle \theta_{p} shown in the problem statement sketch is

\theta_{p}=\frac{1}{2} \tan ^{-1}(2)=31.7175^{\circ}

The \sigma_{p 2} principal plane is rotated 31.7175° clockwise from the x face of the stress element. We need to find the point on Mohr’s circle that corresponds to the x face of the stress element. Since we know the location of \sigma_{p 2} on Mohr’s circle, we can begin there and rotate 2 \theta_{p} in the opposite direction to find point x. Therefore, beginning at point \sigma_{p 2}, rotate 2(31.7175°) = 63.4349° counterclockwise to locate point x.
The σ coordinate of point x is found from:

\begin{aligned}\sigma_{x} &=C-R \cos \left(2 \theta_{p}\right) \\&=-19  ksi -(11.18  ksi ) \cos \left(63.4349^{\circ}\right)=24.0  ksi ( C )\end{aligned}

The τ coordinate of point x is found from:

\begin{aligned}\tau_{n t} &=R \sin \left(2 \theta_{p}\right) \\&=(11.18 ksi ) \sin \left(63.4349^{\circ}\right)=10.00  ksi               \text{(rotates element counterclockwise)}\end{aligned}

Similarly, the σ coordinate of point y is found from:

\begin{aligned}\sigma_{y} &=C+R \cos \left(2 \theta_{p}\right) \\&=-19  ksi +(11.18  ksi ) \cos \left(63.4349^{\circ}\right)=14.00  ksi ( C )\end{aligned}

The τ coordinate of point y is also 10.00 ksi, and the shear stress on the y face rotates the stress element clockwise.

The stresses on the vertical and horizontal faces of the stress element are shown below.

 

(c) Since both \sigma_{p 1} \text { and } \sigma_{p 2} are negative, the absolute maximum shear stress will be larger than the maximum in-plane shear stress. The radius of the largest Mohr’s circle gives the absolute maximum shear stress. In this case, the absolute maximum shear stress occurs in the \sigma_{p 2}-\sigma_{p 3} plane; therefore,

\tau_{ abs \max }=\frac{\left|\sigma_{p 2}-\sigma_{p 3}\right|}{2}=\frac{|-30.1803  ksi -0  ksi |}{2}=15.09  ksi

 

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