1) buckling direction
屈曲方向
1.
The equation to determine the buckling direction angle, β say, was obtained and, as illustration, the solution curves of the equation for θ=45° and θ=30° were plotted.
对编织物受沿与其经线方向成任意角度θ(0 <θ<90°)的单向拉伸时的屈曲进行了分析 ,得到了确定其屈曲方向角 β的方程 ,给出了当θ=4 5°和θ =30°时确定屈曲方向角β的方程的解曲线· 证明了当编织物受到沿非经向 /非纬向的单向拉伸时 ,屈曲是可能的 ,得到了两种可能的屈曲模态 (弯曲模态和拉伸模态 )以及相应的屈曲条件· Zhang和Fu(2 0 0 1)的结果为其结论的特
2) lateral buckling
侧向屈曲
1.
Analysis of critical load for lateral buckling of beam;
梁侧向屈曲临界荷载分析
2.
An approach of lateral buckling analysis of HT non-compliant PIP systems;
刚性连接双层海底管道高温侧向屈曲分析方法研究
3.
The lateral buckling of S-shape overhanging beam is discussed.
讨论了工字形截面外伸梁在自由端受中力作用时的侧向屈曲问题,从理论上推导了其侧向屈曲的临界载荷,并同时用能量法给出了近似计算公式。
3) circular buckling
环向屈曲
1.
Compressive failure and circular buckling of sea ice plate;
在轴对称条件下 ,给出海冰板的环向屈曲临界载荷。
5) buckling equation
屈曲方程
1.
This paper derived the buckling equation of single-step column with no drift at its upper end used for double-span or multi-span one-storey shop building.
本文推导了适用于双跨和多跨单层厂房框架的柱顶无侧移单阶柱的屈曲方程,从而得到上段柱和下段柱的计算长度系数,除列出了μ_2值的数表外,为便于应用,还给出了单阶柱下段计算长度系数的实用计算公式。
2.
Based on the three-dimensional equilibrium equations and constitutive equations of magnetoelectroelastic medium,a state equation of stability for rectangular orthotropic plate is derived and solved imposing the corresponding boundary conditions,and the numerical example of the critical stress is given to verify the deduced buckling equation.
求解状态方程并结合边界条件得到了稳定问题的屈曲方程。
3.
Based on the theoretical analysis, the general buckling equation of semi-rigid frame column is deduced.
通过理论分析,推导了具有半刚性连接框架柱的一般屈曲方程。
补充资料：关节屈曲线
关节屈曲线
joint flexion line
一般指小指第一、二关节的屈曲线，通常不止一条，若小指短而内屈，关节屈曲线只有一条，常为先天愚型的表现。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条