Sentence examples for buckling load can be from inspiring English sources
Critical buckling load can be evaluated by seeking the lowest eigenvalue of the resulting integral equation.
Hence, finding the best connection point with maximum lateral buckling load can be problematic by the conventional methods.
It is well accepted that, for a long column, the effect of end conditions on the local buckling load can be ignored due to its less impact.
The results show that the critical buckling load can be overestimated by the local beam model if the small-scale effect is overlooked for long nanotubes.
This submatrix has a significant impact on the value of local buckling load, whereas its effect on the value of global buckling load can be neglected.
By use of the principle of virtual work and energy conservation, the critical sinusoidal and helical buckling load can be obtained.
However, for long plates with simply supported loaded ends, local effects dominate the buckling mode and the buckling loads can be reduced by up to 18% compared to long plates with clamped loaded ends.
Optimal thickness functions are determined for different support and load cases and the numerical results show that buckling loads can be increased significantly.
It is shown that buckling loads can be improved by making the laminate antisymmetric rather than symmetric, for the class of quasi-isotropic laminates, whilst retaining a spiral mode shape.
For columns, inelastic flexural buckling loads can be obtained using LBA with appropriate stiffness reduction, while GNA with stiffness reduction is required to determine an accurate prediction of beam-column failure.
