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The flexures include coupling blocks to control movement of the mover.

该屈曲部分(80)包括一些耦合块(100)来控制该动子(50)的移动。

The influences of length-to-thickness ratio, material anisotropy and torsions effect on natural frequencies and buckling loads were also investigated.

分析中同时考虑了一阶和高阶横向剪切变形、转动惯量、细长比、各向异性、扭转变形等多种因素对组合梁固有频率和屈曲载荷的影响。

Static or dynamic orthoses can also be considered for management of elbow flexion spasticity

静态或动态的矫形器可以用来处理肘关节屈曲痉挛。

While an 88-N proximal traction force was applied to tension the graft, it was fixed in the fibular head tunnel with a 7 mm 23 mm bioabsorbable screw while the knee was flexed to 30, in neutral rotation, and with a valgus force applied to reduce any potential lateral compartment gapping.

施加约88N的牵引力拉紧移植物,在膝关节屈曲30°、旋转中立位、施加内翻力降低任何潜在外侧室间隙时用7mmX23mm生物可吸收螺钉固定于腓骨头隧道。

By using a shooting method, the strongly nonlinear ordinary differential equations with two-point boundary conditions were solved and numerical solutions for thermal post-buckling and bending deformation of sandwich Timoshenko beam with pinned-pinned ends and subjected to transversely non-uniform temperature rising were obtained.

采用打靶法数值求解所得强非线性边值问题,获得两端不可移简支夹层梁在横向非均匀升温作用下的静态热过屈曲和热弯曲变形数值解。

According to the deformation modal of impact buckling, this paper establishes mode controlled equation on the basis of considering strain hardening and strain rate effect.

文章根据钢管受冲击屈曲变形模态,分析了应变强化和应变率效应对变形过程的影响,在此基础上建立了模态解控制方程。

Summary of Background Data. The effects of flexion and extension on spinal canal diameters and DCSA are well documented.

背景概述:屈曲和背伸体位对椎管直径和硬脊膜囊横断面积作用的研究较多。

The first-order optimization algorithm was used to optimize and assess the updating parameters. The simulation analysis on an in-service rig derrick was carried out using the linear buckling, geometric nonlinear and double nonlinear methods.

以某型号在役钻机井架为例,利用该方法并结合线性屈曲法、几何非线性法、双重非线性法,对其进行了仿真建模和承载性能仿真分析,确定了该钻机井架的极限承载力、破坏形式及危险部位。

All parameters of the criticalpoints of the Bernoulli-Euler beam and Timoshenko beam were derived.

分别把该准则应用于Bernoulli-Euler和Timoshenko梁的动态屈曲研究。

Finally,the buckling,bifurcation and stability of the Timoshenko beam is analyzed near the critical load through numerical calculation.

通过数值计算,分析了弹性Timoshenko梁在临界载荷处的屈曲和分叉以及稳定性,并与理论值进行了比较。

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