flexural buckling

基本解釋

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(xì)桿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(xiàn)行鋼結(jié)構(gòu)設(shè)計規(guī)范（GB50017）采用換算長細(xì)比的方法將彎扭失穩(wěn)等效為彎曲失穩(wěn)，其殘余應(yīng)力和初始幾何缺陷均按彎曲失穩(wěn)考慮。