Concept:
The Maximum Shear Stress Theory (also known as Tresca's Criterion) is one of the most fundamental failure theories used in Strength of Materials. It states that yielding of a ductile material begins when the maximum shear stress in the material reaches the maximum shear stress at the yield point in a simple tension test.
Mathematically, the theory states:
\[
\tau_{\max} = \frac{\sigma_1 - \sigma_3}{2}
\]
where \(\sigma_1\) and \(\sigma_3\) are the maximum and minimum principal stresses respectively.
Step 1: Consider a uniaxial tensile test condition.
In a standard tensile test:
\[
\sigma_1 = \sigma_t, \quad \sigma_2 = 0, \quad \sigma_3 = 0
\]
This means that the material is only subjected to stress in one direction, and the other principal stresses are zero.
Step 2: Determine maximum shear stress under this condition.
Using the formula:
\[
\tau_{\max} = \frac{\sigma_1 - \sigma_3}{2}
\]
Substituting:
\[
\tau_{\max} = \frac{\sigma_t - 0}{2} = \frac{\sigma_t}{2}
\]
Step 3: Apply failure condition.
According to Tresca theory, yielding occurs when:
\[
\tau_s = \tau_{\max}
\]
Thus:
\[
\tau_s = \frac{\sigma_t}{2}
\]
Step 4: Physical interpretation.
This means that the shear stress required to cause yielding is exactly half of the tensile stress required to cause yielding in the same material.
Final Answer:
\[
\boxed{\tau_s = \frac{\sigma_t}{2}}
\]