“…Let us assume that the first buckling mode is approximated by a polynomial of the sixth order, which satisfies the geometrical boundary conditions. According to previous research efforts (Sapountzakis and Dourakopoulos, 2010;Esfahani et al, 2013;Gupta et al, 2010;Asadi et al, 2014) the buckled shape should satisfy the geometrical (kinematic) boundary conditions so that the calculated buckling load is close to the true buckling load. However, in an ideal solution the buckled shape described by any chosen function should also satisfy the physical (static) boundary conditions.…”