flexural buckling

基本解释

Both instances of elastic and inelastic are considered in flexural buckling.
其中在弯曲屈曲中都分别考虑了弹性屈曲和非弹性屈曲。
The flexural buckling of a spatial elastic thin rod under torque is discussed with FEM(finite element method).
用有限元方法研究了三维弹性细杆在扭矩作用下的屈曲。
In Chinese Design Code of Steel Structures(GB50017), axially compressed members are calculated not as torsional-flexural buckling but as flexural buckling with equivalent slenderness ratio.
我国现行钢结构设计规范（GB50017）采用换算长细比的方法将弯扭失稳等效为弯曲失稳，其残余应力和初始几何缺陷均按弯曲失稳考虑。