deformation area meaning in Chinese
变形区
Examples
- 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 - 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。 - 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。 - 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。 - 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。