Chinese translation for "stress increment"

应力增量

Related Translations:

deferred increment:  延期增薪

variable increments:  可变增量

load increment:  负荷增量荷载增量载荷增量载重增加载重增量重增量

average increment:  平均生长量平均增长平均增量

second increment:  二阶增量

total increment:  总生长量总增量

forbidden increment:  禁增量

gauss increment:  高斯增量

lag increment:  滞后增量

basic increment:  基本增量

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.	In addition , the constitutive models included in flac - 3d are deep into research , and th e stress increments are corrected in terms of the plastic strain increment while occurrence of plasticity flow 此外，还对flac - 3d内嵌的本构模型深入研究，塑性流动发生时塑性应变增量对应力增量的修正。
	5.	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。
	6.	The results showed that the magnitude and shape of mfl vary with the change of wire rope tension . with the stress increment , the peak to peak values of broken wires reduce obviously and the total strength of mfl signal becomes weak and the ripple of mfl signal curve appears 试验研究发现，漏磁密度的大小及形态都随钢丝绳张力的变化而改变，随张力增加，断丝峰峰值明显减小，漏磁信号的总体波动强度减弱，漏磁曲线上有应力波纹出现。
	7.	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。
	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：

"stress in thin film" Chinese translation, "stress in three dimensions" Chinese translation, "stress incontinence" Chinese translation, "stress incontinence of urine" Chinese translation, "stress increase" Chinese translation, "stress index" Chinese translation, "stress index method" Chinese translation, "stress induced corrosion" Chinese translation, "stress induced ordering" Chinese translation, "stress inoculation training" Chinese translation