“…The expression for generated SH field after the first bounce inside the slab can be written as [6,11,13] E 2 (L 1 ) = JS 1 L 1 1 − e i2 1 2 1 where 2 1 = kL 1 , L 1 is given by Eq. (1), J = (16 2 ω 2 /n 2 1 c 2 )d eff (in cgs), S 1 is the fundamental beam intensity and d eff is the effective value of the d-coefficient corresponding to the slab material.…”