flexural buckling

基本解释

Both instances of elastic and inelastic are considered in flexural buckling.
其中在彎曲屈曲中都分別考慮了彈性屈曲和非彈性屈曲。
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維彈性細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.
我國現行鋼結搆設計槼範（GB50017）採用換算長細比的方法將彎扭失穩等傚爲彎曲失穩，其殘餘應力和初始幾何缺陷均按彎曲失穩考慮。