The most famous Euler-Buckling equation is that of Bernoulli-Euler beam. But, Timoshenko showed 2 kinds of Euler-Buckling equations of Timoshenko beam, which are allowed shear deformation, in his study.
1) Each equation has different rotation defined for axial force. One is defined as the slope of the deflection of the neutral axis. The other is defined as the rigid rotation of the section. For mathematical modeling of the structure for finite element analysis, the definition of the spin is important. Then, by the variational method, which is based on 2-dimensional continuum mechanics with green-lagrange strain, Euler-Buckling equation is led. And it is shown that there are 4 kinds of variations by hypotheses of deformations. And those 4 kinds of equations are compared with 2 kinds of those of Timoshenko.
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