摘要:The Euler–Bernoulli theory of beams provides areasonable explanation of the bending behavior of longisotropic beams. It is based on the assumption that a rela-tionship between bending moment and the beam curvatureexists.Kopmaz et al. [1] considered different approachesto describing the relationship between the bending momentand curvature of a Euler-Bernoulli beam undergoing alarge deformation. Then, in the case of a cantilevered beamsubjected to a single moment at its free end, the differencebetween the linear theory and the nonlinear theory basedon both the mathematical curvature and the physical curva-ture was shown. Biondi and Caddemi [2] studied the prob-lem of the integration of static governing equations of theuniform Euler-Bernoulli beams with discontinuities, con-sidering the flexural stiffness and slope discontinuities.