A solid circular shaft of diameter 100 mm is subjected to an axial stress of 50 MPa. It is further subjected to a torque of 10 kNm. The maximum principal stress experienced on the shaft is closest to
82 MPa
This problem asks us to find the maximum principal stress in a solid circular shaft that is subjected to two types of loads simultaneously: an axial load causing direct axial stress and a torque causing shear stress.
To find the maximum principal stress, we first need to determine the stress state at a critical point on the shaft. For a circular shaft under axial load and torque, the critical point for maximum stress is usually on the outer surface, where the shear stress due to torque is maximum.
We are given the axial stress directly:
The torque \(T\) causes shear stress \(\tau\) in the shaft. The maximum shear stress occurs at the outer radius \(r\). The formula for shear stress due to torque in a solid circular shaft is given by:
$$ \tau = \frac{Tr}{J} $$
Where:
Given data:
The polar moment of inertia \(J\) for a solid circular shaft is:
$$ J = \frac{\pi D^4}{32} $$
Let's calculate \(J\):
$$ J = \frac{\pi (0.1)^4}{32} = \frac{\pi \times 10^{-4}}{32} \text{ m}^4 $$
Now, let's calculate the maximum shear stress \(\tau\) at the outer surface:
$$ \tau = \frac{(10 \times 10^3 \text{ Nm}) \times (0.05 \text{ m})}{\frac{\pi (0.1)^4}{32} \text{ m}^4} $$
$$ \tau = \frac{500 \text{ Nm}^2}{\frac{\pi \times 10^{-4}}{32} \text{ m}^4} = \frac{500 \times 32}{\pi \times 10^{-4}} \text{ N/m}^2 $$
$$ \tau = \frac{16000}{\pi \times 10^{-4}} \text{ Pa} = \frac{16 \times 10^6}{\pi} \text{ Pa} $$
Converting to MPa:
$$ \tau = \frac{16}{\pi} \text{ MPa} \approx \frac{160}{3.14159} \text{ MPa} \approx 50.93 \text{ MPa} $$
So, the maximum shear stress \(\tau_{xy} = 50.93\) MPa.
At a point on the surface of the shaft, subjected to axial load and torque, the stress state can be represented in 2D:
The principal stresses (\(\sigma_1\) and \(\sigma_2\)) are the maximum and minimum normal stresses acting on planes where the shear stress is zero. They can be calculated using the formula for a 2D stress state:
$$ \sigma_{1,2} = \frac{\sigma_x + \sigma_y}{2} \pm \sqrt{\left(\frac{\sigma_x - \sigma_y}{2}\right)^2 + \tau_{xy}^2} $$
Substitute the values \(\sigma_x = 50\) MPa, \(\sigma_y = 0\) MPa, and \(\tau_{xy} = 50.93\) MPa:
$$ \sigma_{1,2} = \frac{50 + 0}{2} \pm \sqrt{\left(\frac{50 - 0}{2}\right)^2 + (50.93)^2} $$
$$ \sigma_{1,2} = 25 \pm \sqrt{(25)^2 + (50.93)^2} $$
$$ \sigma_{1,2} = 25 \pm \sqrt{625 + 2593.8} $$
$$ \sigma_{1,2} = 25 \pm \sqrt{3218.8} $$
Calculating the square root:
$$ \sqrt{3218.8} \approx 56.73 $$
Now, find the two principal stresses:
$$ \sigma_1 = 25 + 56.73 = 81.73 \text{ MPa} $$
$$ \sigma_2 = 25 - 56.73 = -31.73 \text{ MPa} $$
The maximum principal stress is the larger of the two values, which is \(\sigma_1\).
Maximum principal stress \(\approx 81.73\) MPa.
We compare the calculated maximum principal stress (81.73 MPa) with the given options:
The value 81.73 MPa is closest to 82 MPa.
Therefore, the maximum principal stress experienced on the shaft is closest to 82 MPa.
A shaft subjected to torsion experiences a pure shear stress τ on the surface. The maximum principal stress on the surface which is at 45° to the axis will have a value
The diagonal elements of a 3D matrix containing normal stresses and shear stresses are 50, 60 and 80. Find the first stress invariant of the matrix.
The relation between maximum shear stress (τm) and maximum normal stress (σm ) in an axially loaded rectangular bar is:
Analytical and graphical methods are used for finding the ________ on an oblique section.
Calculate the max normal stress if the axial tensile load in the x direction is given as 200 kN, shear stress is given as 100 N/mm2 and cross sectional area is given as 2000 mm2.