Correct Answer - Option 2 :
\(\frac{{\alpha TE}}{{\left( {1 - 2v} \right)}}\)
For hydrostatic state stress,
σx = σy = σz = σ
Strain restrained, \(\epsilon_x = \alpha T\).............(1)
Also, \(\epsilon_x = \frac{{\sigma_x - \mu\sigma_y - \mu\sigma_z}}E\) .............(2)
Combining above two equations, we get
\(\frac{ {\sigma({1 - 2\mu}})}E=\alpha T\)
\(\sigma = \frac{E\alpha T}{(1-2\mu)}\)