弯曲失稳 meaning in Chinese
bending buckling
Examples
- An equal angle section , being a singly - symmetric section , will buckle in a torsional - flexural pattern about any axis except for flexural buckling about the unsymmetric axis
等边角钢截面为单轴对称截面，除绕非对称轴失稳为弯曲失稳外，绕其他任意轴均为弯扭失稳。 - Although this can avoid the complicated calculation , it is difficult to calculate a member precisely and safely because the influence of imperfection for torsional - flexural buckling is not same as the one for flexural buckling
虽然这样可以避免复杂计算，但因缺陷对弯扭失稳的影响不同于对弯曲失稳的影响，使得计算的精确度和安全度难以保证。 - In active code for design of steel structures , axially compressed members are calculated not as torsional - flexural buckling but as flexural buckling with equivalent slenderness ratio , residual stress and initial geometry imperfection are also taken into account as flexural buckling
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。