Step 1: According to the Von Mises yield criterion for isotropic ductile materials under complex stress states, the equivalent or effective stress is:
\[
\sigma_{e} = \sqrt{\frac{1}{2} \left[(\sigma_1 - \sigma_2)^2 + (\sigma_2 - \sigma_3)^2 + (\sigma_3 - \sigma_1)^2 \right]}
\]
Step 2: For uniaxial tension, let the principal stresses be:
\[
\sigma_1 = \sigma, \quad \sigma_2 = 0, \quad \sigma_3 = 0
\Rightarrow \sigma_e = \sigma
\]
Step 3: For pure torsion, the only non-zero stress is the shear stress \( \tau \). The principal stresses are:
\[
\sigma_1 = \tau, \quad \sigma_2 = -\tau, \quad \sigma_3 = 0
\Rightarrow
\sigma_e = \sqrt{3} \, \tau
\]
Step 4: Equating the effective stress at yield in both cases:
\[
\sigma = \sqrt{3} \, \tau \Rightarrow \frac{\sigma}{\tau} = \sqrt{3}
\]
Therefore, the yield stress in uniaxial tension is \( \sqrt{3} \) times that in pure torsion.