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屈曲     
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  buckling
     Control Optimization Method of Piezoelectric Structures and Optimum Design on Structural Buckling
     压电材料结构优化控制方法及结构屈曲优化设计
短句来源
     Study on Buckling and Fatigue Life of Composite and Aeroengine Composite Case
     复合材料及发动机机匣的屈曲与疲劳研究
短句来源
     Study of Plastic Tensile Instability and Buckling in Hyperbolic Thin Metal Shells with Circular Base and Application in Engineering
     金属圆底双曲薄壳塑性拉伸失稳与屈曲研究及其工程应用
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     Theoretical and Experimental Study on the Buckling Analysis of Piles
     基桩屈曲稳定分析的理论与试验研究
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     Experimental and Theoretic Studies on the Impact Buckling of Columns and the Effect of Stress Wave
     直杆的撞击屈曲及其应力波效应的实验和理论研究
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  flexion
     Flexion angle was from 65°to 110°,averaging 87.5°.
     屈曲达到65°~110°,平均87.5°。
短句来源
     And the mean elbow territory is flexion in 130°±16°, extension in 25°±4°, pronation in 70°±6°, and supination in 65°±10°respectively.
     患者肘关节经功能操练后平均活动范围:屈曲130°±16°,伸25°±4°,前臂旋前70°±6°,旋后65°±10°。
短句来源
     Axial symptoms appeared in 39 cases(45%),radiculopathy in 4 cases(4.6%),cervical rotation was reduced in 48 cases(55.2%),extension in 33 cases(37.9%),flexion in 17 cases(18.3%),lateral bending in 17 cases(18.3%),respectively.
     39例(45%)患者出现轴性症状,4例(4.6%)出现神经根麻痹,颈部旋转受限48例(55.2%),过伸受限33例(37.9%),屈曲受限17例(18.3%),侧屈受限17例(18.3%)。
短句来源
     the stiffness in flexion, extension, lateral bending and torsion is (37.13±4.30) N/mm, (35.38±4.20) N/mm, (34.56± 4.20 ) N/mm, (51.69±1.62) N/mm respectively.
     屈曲、伸展、侧屈及扭转状态下的轴向刚度分别为 (37.13± 4 .30 )N/mm ,(35 .38± 4 .2 0 )N/mm ,(34.5 6± 4 .2 0 )N/mm ,(5 1.6 9± 1.6 2 )N/mm。
短句来源
     Flexion and extension of the elbow were 135°to 145°and 0°to 5°respectively. Abduction of the shoulder was 90°and elevation 150°to 170°.
     肘关节屈曲135°~145°,伸直0°~5°,肩关节外展90°,上举150°~170°。
短句来源
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  flection
     Results The degree of function impair of shoulder Joint,including flection,extention and rotation,was 48.9%,67.8,and 6.9% for RM group,and 20.6%,42.5%,and 3.4% for MRM group.
     结果RM组术后1个月患侧肩关节功能损坏程度:屈曲49.8%,外展67.8%,内旋6.9%; MRM组后肩关节功能损坏程度:屈曲20.6%,外展42.5%,内旋3.4%。
短句来源
     Analysis on Position of Destruction by Flection in Round Arched Structure
     圆弧拱结构屈曲破坏位置的分析
短句来源
     The degree of extend was 6.1°,flection was 91.7°. There was statistically significance campaired with 2 weeks and comparison group(P<0.01).
     关节活动度:伸直6.1°,屈曲91.7°与术后2周和对照组术后12个月比较均有显著差异(P<0.01)。
短句来源
     3 cases were limited in 45 degrees in knee flection. 15cases exceeded 90 degrees in knee flection during hospitalization (accounting for 83.3%).
     3例膝屈曲 45°受限 ,15例住院期间膝屈曲达 90°以上 (占 83.3% )。
短句来源
     Then by using thin aluminum shell to make flection experiments,and influence of geometry parameter factor on blast furnace shell's critical load and flection modals was analyzed.
     然后用薄铝壳来模拟鲅鱼圈1号高炉炉壳进行屈曲实验,分析有关几何参数对高炉炉壳轴向临界载荷和屈曲模态的影响。
短句来源
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  buckling behavior
     The buckling behavior of single-wall carbon nanotubes(SWCNTs) under compression is simulated by using the molecular dynamics method with Tersoff-Brenner potential to describe the interactions between atoms in SWCNT.
     采用以Tersoff Brenner势函数来描述碳纳米管中碳原子间的相互作用的分子动力学方法,模拟了单壁 碳纳米管(SWCNTs)的受压屈曲行为.
短句来源
     Although the van der Waals force has no remarkable effect on the Young’s modulus, its influence on the strength and buckling behavior of carbon nanotubes is significant.
     计算结果表明,多壁碳纳米管的比强度明显高于单壁碳纳米管。 Van der Waals 力对杨氏模量影响不大,但对碳纳米管屈曲行为的影响却相当显著。
短句来源
     BUCKLING BEHAVIOR OF ELASTICALLY CONSTRAINED RECTANGULAR PLATE ON RIGID BASE
     刚性基底上弹性约束矩形板的屈曲行为分析
短句来源
     STUDY ON THE BUCKLING BEHAVIOR OF PIPE STRI NG IN CROOKED HOLE
     弯曲井眼中管柱屈曲行为研究
短句来源
     The ultimate bearing capacity of girders considering the post\|buckling behavior is analyzed with the nonlinear FEM,and a simplified strength formula of checking calculation for design is presented as well.
     采用非线性有限元分析了腹板屈曲后梁的极限承载力 ,并给出了便于设计应用的简化强度验算公式 ;
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  buckling
Then, the effect of stirrup arrangement on the ductility of the RC column is discussed in case of buckling of the longitudinal reinforcement and constraint concrete columns.
      
All three sections have certain post-buckling strength, and the failure modes of most of the specimens contained distortional buckling.
      
Based on the results of the tests and literature, the formula of the buckling load of composite pipes under axially compressive load was presented based on Perry formula.
      
It can well predict the buckling failure load GFRP pipe under axial compression.
      
The result shows that out-plane buckling occur for a rigid tie and similar no matter whether it is single span or continuous and orthogonal or oblique.
      
更多          
  flexion
The reflex excitability of the soleus spinal motoneurons was assessed in healthy subjects performing different types of motor tasks: voluntary contraction of the flexor (dorsal flexion) and extensor (plantar flexion) muscles of the foot.
      
During dorsal flexion of the ipsi-and contralateral feet, changes in the reflex ecitability of the soleus motoneurons were unidirectional: the excitability decreased.
      
The decrease in the reflex excitability was more profound during dorsal flexion with the maximum strength than with the half-maximum strength.
      
During the plantar flexion of the ipsi-and contralateral feet, the excitability of the soleus motoneurons changed in opposite directions: in some subjects it increased, while in the others it decreased.
      
The reflex excitability of the soleus motoneurons changed to a greater extent during dorsal or plantar flexion of the ipsilateral foot.
      
更多          
  flection
The amplitude and shape of the magnetore-flection spectra for the p and s polarizations of probe light are determined.
      
It is based on a new principle since it does not act as a four-point bending system like long rod instrumentations but it is a two-point fixation system and it is stable in flection by itself.
      
Les variations locales de concentrations d'un élément peuvent être suivies en balayant la surface de l'échantillon par le faisceau d'ions, soit par un mouvement mécanique de l'échantillon, soit par déflection du faisceau.
      
Temporary isolation is carried out by flection of the duct by pulling the obturator.
      
The residual stresses induced by grit blasting were determined by using the incremental hole drilling method and by measuring the de-flection of grit-blasted beams.
      
更多          
  buckling behavior
Perturbation analysis on post-buckling behavior of pile
      
Then, the nonlinear higher-order asymptotic solution of post-buckling behavior of a pile was obtained by parameter-substituting.
      
The influencing factors such as bury-depth ratio and stiffness ratio of soil to pile, slenderness ratio on the post-buckling behavior of a pile were analyzed.
      
Thus, in the region where buckling behavior of pile must be taken into account, the high grade concrete is supposed to be applied, and the dynamic buckling behavior of pile needs to be further studied.
      
In this study, elastic buckling behavior of an orthotropic open section compression member with edge stiffener, which is one of the reinforcing methods for increasing local buckling strength of compression members, is investigated.
      
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