“…The following relations are given for the transverse motion of bending finite elements without transverse shear displacement where d is the transverse displacement vector, is the kinematic operator, and is the shape function of finite element. For the finite element analyses of the Timoshenko beams, shape functions including the shear effect are used in the scientific literature 84,85,102 . However, since the equation of motion is derived only in terms of transverse bending displacement, the shape functions of the EBBT 95 can be employed for the Timoshenko beam model examined: where is the nondimensional longitudinal coordinate.…”