1) hyperflexion
屈曲过度
2) hyperflexion
过度屈曲
3) thermal post-buckling
热过屈曲
1.
Based on the geometrically nonlinear theory for axially extensible beams, formulations of free vibrations in the vicinity of thermal post-buckling were derived.
基于轴向可伸长梁的几何非线性理论建立了弹性直梁在热过屈曲静态大变形附近自由振动的几何非线性模型。
2.
Based on the Von Kármán s plate theory and Hamilton s principle, the nonlinear vibration near the thermal post-buckling configuration of the heated circular plates with clamped boundary conditions is studied.
基于 Von karman方程和 Hamilton原理 ,研究了周边不可移加热圆形薄板在热过屈曲构形附近的非线性振动 ,并采用打靶法获得了圆板热过屈曲及非线性振动响
3.
In this paper, based on the non-linearly geometric theory for extensible elastic rods, an exact mathematical model of thermal post-buckling behavior of uniformly heated elastic rods with clamped-simply supported ends is derived.
采用打靶法和解析延拓法直接数值求解上述非线性边值问题，获得了杆的热过屈曲状态解，给出了具有不同长细比杆的热过屈曲平衡路径。
4) post-buckling
过屈曲
1.
Nonlinear vibration in the vicinity of post-buckling configuration of edge-clamped circular plate under excitation;
激振力作用下周边夹紧圆板过屈曲构形附近的非线性振动
2.
Based on the classical nonlinear plate theory,axisymmetric post-buckling behavior of a functionally graded circular plate under radial compression was investigated.
基于经典非线性板理论,研究了功能梯度圆板在均匀的径向压力作用下的轴对称过屈曲问题。
3.
Based on geometrically non-linear theory for axially extensible rods,an exact mathematical model of post-buckling transverse free vibration of Euler-Bernoulli beams subjected to axial force are developed.
基于轴线可伸长杆的几何非线性理论 ,建立了Euler_Bernoulli梁在轴向载荷作用下过屈曲横向自由振动的精确模型 ,并采用打靶法数值求解了一端可移简支一端固定的Euler_Bernoulli梁在过屈曲前后的小振幅自由振动 ,获得了线性振动的响应。
5) thermal post buckling
热过屈曲
1.
Based on geometric nonlinear theory of axially extensible thin rod, an accurate mathematical model of thermal post buckling behavior of uniformly heated elastic straight rod with fixed clamp at one end and simple support at other end is developed in this paper.
采用打靶法和解析延拓法直接数值求解上述非线性边值问题，获得了杆的热过屈曲状态解，给出了具有不同长细比杆的热过屈曲平衡路径。
6) post buckling
过屈曲
1.
Based on the geometric nonlinear theory of axially extensible elastic rods, the governing equations of post buckling of the rods with variable cross sections and two ends clamped simply supported are established in this paper.
基于轴线可伸长弹性杆的几何非线性大变形理论，建立了一端简支另一端固定变截面直杆的过屈曲控制方程，并应用打靶法直接数值求解相应的强非线性边值问题，获得了数值意义上的精确解。
2.
On the basis of Kirchhoff’s assumption and non linearly geometrical theory of axially extensible elastic rods, the governing equations for post buckling of a clamped simply supported rod with variable cross sections are established in this paper.
在Kirchhoff基本假设下,基于轴线可伸长弹性杆的几何非线性理论,建立了一端简支另一端固定夹紧变截面直杆的过屈曲控制方程,并应用打靶法直接数值求解相应的强非线性边值问题,获得了数值意义上的精确解。
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