2) torsional buckling
扭转屈曲
1.
This paper investigates the torsional buckling of double-wall carbon nanotubes on the basis of the elastic shell model.
基于弹性壳体模型对双层碳纳米管的扭转屈曲问题进行了研究,计及层间范德华力的影响,建立了双层碳纳米管扭转屈曲的临界条件,并进行了数值计算。
2.
Axial steel struts of crisscross section need to be checked on torsional buckling.
十字形截面轴心钢压杆有必要进行扭转屈曲的验算,计算方法宜采用换算长细比法。
3.
On the basis of the Vlasov s differential equation for torsional buckling of thin walled bars, a generalized eigenvalue problem for tripping of stiffeners was derived by using the Galerkin s method.
在 Vlasov导出的一般薄壁杆件扭转屈曲微分方程式的基础上 ,利用迦辽金法导出计算扭转屈曲临界应力的广义特征值问题 。
3) flexion sprain injury
屈曲扭伤
1.
Combination of internal and external fixation for the treatment of severe flexion sprain injury of the lower cervical spine;
内固定结合外固定治疗严重下颈椎屈曲扭伤
4) flexural-torsional buckling
弯扭屈曲
1.
Wagner effect in flexural-torsional buckling of open-profile thin-walled columns;
开口薄壁柱弯扭屈曲时的Wagner效应问题研究
2.
The flexural-torsional buckling of thin-wall open compression members with twin axes eccentrically connecting with multiple elastic supports is studied.
研究了有双轴对称截面开口薄壁压杆与多个弹性支承偏心连接时的弯扭屈曲,把作用在开口薄壁压杆上的弹性支承去掉,代之以相应的未知外力和未知扭矩,采用Laplace变换推导出了开口薄壁压杆弯扭屈曲的位移函数,求得了其弯扭屈曲的特征方程。
3.
Based on the theory of nonlinear finite element of plate and shell,a finite element method of elasto-plastic flexural-torsional buckling of steel members under cyclic loading was presented,and a nonlinear analysis program was complied.
根据板壳非线性有限元基本理论 ,提出了压弯钢构件在循环荷载作用下弹塑性弯扭屈曲分析的有限单元法 ,并编制了计算程序 ,通过将计算结果和其他分析比较 ,对本文的理论进行了验证。
5) Yield torque
屈服扭矩
6) lateral-torsional buckling
侧扭屈曲
1.
The lateral-torsional buckling of thin-walled open section beams is important aspect instructure design .
通过理论推导,将平面弯曲梁的侧扭屈曲稳定分析理论推广到复合弯扭的作用情形,得到。
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