剪切应变
shear───n.切变;v.剪(羊或其他动物的)毛;剪(头发);(受剪切力作用而)断裂;n.(Shear)(美)希尔(人名)
strain───n.(Strain)人名;(英)斯特兰;n.张力;拉紧;负担;扭伤;血缘;vi.拉紧;尽力;n.(植物、动物的)品种;种类;vt.拉紧;滥用;滤去;竭力
shear stress───[力]剪应力;[力]剪切应力;剪应力; 切变应力; 切应力; 粘性摩擦应力
hag strain───和应变
shear reduction───剪切减缩
pruning shear───修枝剪
fearful strain───可怕的紧张
groin strain───腹股沟拉伤
shear zone───剪切区域;[地质]剪碎带
One dimensional shear strain rate gradient formation of the second order is proposed based on the non-local continuum model.───根据非局部连续介质模型,提出了一维二阶剪切应变率梯度格式。
of shear strain rate of an environmental flow in typhoon propagation is investigated using a shallow water model.───利用浅水波正压模式研究了环境流场切应变率对台风移动的影响。
The constant shear strain point accounting for the degradation of stiffness was discussed.───对考虑刚度劣化时的常剪切应变点进行了讨论。
The soil shear strain around the nail-soil changes in radial and regional role from top to bottom of the nail is symmetry.───土钉周围土体剪应变逐渐以径向为主,作用区域上下对称。
A modified model is presented by assuming that the relation between the stress ratio and shear strain on the SMP is hyperbolic.───通过假定空间滑动面上的应力比与剪应变之间符合双曲线关系予以修正。
Moreover, high value region of maximum shear strain and superficial expansion in this area is in Tianjing, Beijing, Tangshan area.───区内最大剪应变、面膨胀的高值区在天津、北京、唐山一带。
Non-uniform shear dilatancy of rock specimen due to plastic shear strain localization is analyzed considering strain gradient effect.───采用梯度塑性理论,对岩样剪应变局部化引起的扩容进行了理论分析。
The only strain is a shear strain and the dilatation is zero, these waves are called shear waves.───唯一的应变是剪应变而没有膨胀,这种波叫剪切波。
Results show that the shape of shear stress-shear strain curves is hyperbolic; and no strain-softening phenomenon was observed in the tests.───分析结果表明:黏土–混凝土界面剪应力–剪切位移曲线仍大体呈双曲线形式,并未出现应变软化现象。
Angular stiffness and elastomer shear strain on maximum swinging angle are important indexes in flexible joint design of solid rocket motor.
The shear strain can be determined in the following way.
Objective. To investigate intradiscal pressure, shear strain between anulus and adjacent endplates, and fiber strain in the anulus under pure and combined moments.
It is found that the irreversible shear strain and irreversible volumetric strain are dependent on stress history and stress path. And significant loading rate effect is observed in the tests.
The transformation is due to the shear strain imposed on the specimen by ECAP.
Higher DA results in higher values of shear strain and volumetric strain in shear band.
Comparison is made to distribute this shear strain component in welding region in even and uneven modes successively and it is found that only uneven shear strain results in angular distortion.
The location of shear strain rate localization coincides in position with the location of volumetric strain rate, which is the actual failure zone of rock.
The elasticity of copolyester increases with the shear strain but decreases with the temperature.
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