The influences of the continuity of rib and the directionofshear load on the buckling load were also investigated.
随后分析了肋缘条连续性和正反剪载荷效应对结构屈曲载荷及屈曲模态的影响。
2
The numerical results show that the extremum directionofshear waves coincides with the directionof far-field principal stress. Furthermore, we verify the validity condition of the simplified model.
数值结果表明横波波速的极值方向与岩石远场应力的方向相一致，指出了简化模型的适用条件。
3
An adiabatic shear band formed along the main shear stress around the penetrated hole is approximately consistent with the directionof plastic deformation slip lines in static state.