Dynamic Finite Element Analysis of Bending-Torsion Coupled Beams Subjected to Combined Axial Load and End Moment

Table 6

Critical buckling compressive force for cantilevered boundary condition with varying end moment (5-element DFE model).

End moment,; (MN⋅m)	Buckling force; (MN)
0	−2.06
3.07	−1.93
6.14	−1.55
9.21	−0.91