English translation for "应力增量"

increment of stress
stress increment

Related Translations:

增量:  [数学] increment; augmenter, incremental quantity; bulking; spike

增量绘图仪:  incremental plotter

增量噪声:  incremental noise

增量电感:  incremental inductance

增量向量:  increment vectorincremental vector

增量磁带:  incremental magnetic tape

腐蚀增量:  corrosion weight grow

增量脉冲:  incremental impulse

增量编码器:  increment encoderincremental coderincremental encoder

纵坐标增量:  latitude

Example Sentences:

	1.	After the yielding occurs , the stress increment increase evidently . 4 钢梁进入屈服阶段后，预应力筋的应力增量显著提高。
	2.	Before the steel yields , the stress increment of prestressed tendons changes approximately linearly with the incremental load 钢梁屈服之前，预应力筋的应力增量与外荷载增量近似成线性关系。
	3.	4 . the stress increaseing rule of external prestressing tendon is studied and analyzed . simple calculation method of stress increment of external prestressing tendon is put forward 研究并分析了体外预应力筋的应力增长规律，提出了计算预应力筋应力增量的简便方法。
	4.	An important step in structure design is the calculation of the ultimate flexural strength of external prestressed concrete beams , which needs to calculate the ultimate stress increment of external tendons first 结构设计的一个重要环节就是极限承载力计算,而计算体外预应力混凝土梁的极限承载力就必须求得梁在破坏时的体外筋应力增量。
	5.	Five prestressed concrete testing beams were designed with different reinforcing distance . based on experiments of frp prestressed concrete beams , failure pattern 、 load - deflectioncurve 、 stress increasing and so on are studied systematically 设计了五根不同加固距离的试验梁,对试验梁的受力过程、破坏形态、荷载-挠度曲线、纤维筋应力增量等进行了详细分析。
	6.	This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures . referring to the rule of ultimate stress increment of unbonded tendons at every load case , a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures 考虑在各种荷载工况作用下无粘结筋极限应力增量的变化规律，并与理想的弹塑性模型相比较，最终得出以理想弹塑性模型计算各种荷载工况作用下无粘结筋极限应力增量的回归公式，从而为预应力混凝土多跨连续结构的无粘结筋应力设计计算提供有益的参考。
	7.	That is the identification of material parameter is done through the true deformation increment in the loading stage before , loading increment , and the stress state by artificial neural networks , after this , we can get loading increment for the next deformation stage by the artificial neural networks trained by stress stage , target deformation increment and the identified m value 即首先根据上一步加载材料的实际应变增量、所加应力增量以及材料所在的应力状态识别出材料物性参数m值，然后再根据材料加载后的应力状态、目标应变增量以及识别所得m值，由训练好的识别应力增量的人工神经网络产生应加的载荷增量。
	8.	Three different aspects of anisotropic deformation including lateral strain , relative proportional relation of lateral strain and strain in load direction , and train increment induced by unit stress increment in load direction will be delicately analyzed . the stress strain relationship in different principal stress load direction can be reflected in the anisotropy of tangent elastic ratio or strain increment in load direction induced by unit stress increment in load direction 侧向变形可以从侧向应变、侧向应变与加荷向应变之间的相对比例关系或侧膨胀系数以及加荷向单位应力增量所引起的侧向应变增量三个不同方面深入细致地分析研究；不同主应力加荷向的应力应变关系各向异性可以反映在切线弹模以及加荷向单位应力增量引起的加荷向应变增量的差异中。
	9.	Deformations , curvatures , strains of the beams and the stress increments of unbonded prestressed tendons were measured and the crack distribution and failure models were observed . the bearing capability and ductility of unbonded partially prestressed concrete beams were deeply analyzed 在试验中，量测了梁的变形、曲率、应变、无粘结筋的应力增量等关键数据，观察了梁的裂缝分布、破坏形态，并对无粘结部分预应力混凝土梁的承载能力、延性等基本力学性能进行了较为深入的分析。
	10.	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：

"应力圆" English translation, "应力载荷" English translation, "应力再分配" English translation, "应力增长" English translation, "应力增宽" English translation, "应力增量系数" English translation, "应力增强系数" English translation, "应力张量" English translation, "应力张量不变量" English translation, "应力张量计" English translation