Chinese translation for "deformation area"

变形区

Related Translations:

terrace deformation:  阶地变形

nonlinear deformation:  非线性变形

reserved deformation:  预留变形量

deformation equation:  变形方程

field deformation:  场变形

deformation measure:  应变量度

inhomogeneous deformation:  不均匀变形非均匀变形

liquid deformation:  液体形变

deflection deformation:  挠曲变形

deformation mode:  变形形式

Example Sentences:

	1.	Stress strain rule studies of deformation area of inside hole flange 算法在不规则零件优化排样中的应用研究
	2.	In addition , an extended curve constraint is presented to replace the original triangulation and parameterization techniques and instead of the bezier - shaped displacement reference , the basic function with parameters to control the deformation area and the magnitude are used to surface deformation 其次，扩展了曲线几何约束。舍弃了原有的利用三角剖分带和局部参数化的方法，转而利用基本函数定义的偏移曲线来生成表面的凸凹变形。
	3.	The five reason of the formation and development of the plug is considered , and the rheology of soil body in the plastic deformation area is especially pointed out ; the statistic model is built in order to calculate the plug ' s length , and the practical significance of the model parameters is given out . it plays an important role on predicting the length of the plug in the process of penetration 通过多种试验对土塞形成的原因进行了分析，提出土塞产生的流变原因，该流变的一个显著特点是作为塑性变形区整块土体受负压作用，而塑性变形区内部土体受向上的渗流作用，这两种作用都是土塞形成和发展的积极因素。
	4.	The measured results of settlement depth for foundations with different breadth , soil deformation area around pile and foundation , interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interaction of soil - soil , pile - soil and pile - pile are obviously lower than elastic theory values 不同基宽压缩层深度、基础和桩侧土变形范围、双桩相互影响系数以及桩顶荷载分布的测试结果说明，土土、桩土、桩桩相互作用效应较连续介质弹性理论值明显弱化。
	5.	The study in the paper starts with beam distortions , and it treats the plastic deformation area as pure bending sect , rest of the beam as rigid bodies . according to different shapes of the external tendons , it divides into three structural forms familiar in projects , that is the beams with no deviator , with a deviator and with two deviators , and studies the relation between the deformation of the external prestressing tendons and that of the beams , and derives the formulas of the ultimate stress increment of external tendons . in the formulas , the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter 本文首先从梁极限状态下的变形入手,将塑性铰区看作纯弯段,将塑性铰以外的区域看作刚体,按照体外预应力筋的形状不同,分工程中最常见的三种体外结构形式,即无转向块的直线型体外筋混凝土梁、具有一个转向块的单折线型梁和具有两个转向块的双折线型梁,研究体外预应力筋变形和梁体的变形间的关系,推导出以极限状态下塑性铰区之半对应的转角为参数的计算体外预应力混凝土简支梁以及连续梁的体外筋应力增量计算公式,并进一步求得梁的极限承载力。

Similar Words：

"deformation" Chinese translation, "deformation action" Chinese translation, "deformation amplituede" Chinese translation, "deformation analysis" Chinese translation, "deformation angle" Chinese translation, "deformation at break" Chinese translation, "deformation at failure" Chinese translation, "deformation at yield" Chinese translation, "deformation axis" Chinese translation, "deformation band" Chinese translation