应力传递的英文

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英文翻译
造句

stress transfer

应力 stress; strain; tension; cha ...
传递 transmit; deliver; pass on; ...
应力传递系数 stress transmission coefficient
预应力传递长度 transmission length of prestress; transverse horizontal bracing
应力传递的波浪理论 wave theory of the propagation of stress
电力传递 power transmission
动力传递 tra mi ion of power; transmission of power
动力传递液 power-transmission fluid
高压力传递 high pressure transmission
坏式力传递 mechanische kraftübertragung manual transmission/standard transmission
力传递方向 power transmitting
力传递结构 force-transmitting structure
力传递系数 force-transfer coefficient
升力传递 transference of lift
压力传递 pressure transmission; propagation of pressure; transmission of pressure
预力传递 transfer prestress
应力传播 stress propagation
动力传递损耗 slippage
动力传递系数 momentum exchange coefficient; momentum transfer coefficient
压力传递定律 law of the transmissibility of pressure
压力传递介质 pressure transmission medium; pressure-transmitting media
传递应力 stress at transfer
空气动力传递函数 aerodynamic transfer function
偏振型应力传感器 polarimetric stre se or; polarimetric stress sensor
传递 transmit; deliver; pass on; hand down [round; around]; transfer; hand over sth. one after another; transmission; transference; delivery; transmital 传递经济信息 transmit economic information; 传递眼色 give a wink by way of hint; 传递信件 deliver mail; 传递消息 convey news; 这封信在传递中被耽误了。 the letter was delayed in transmission. 把消息分程传递到某地 relay a message to a place

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例句与用法

Analysis on stress transmission and deformation of bolt in soil
土层锚杆应力传递及变形分析
Then we matix at their interface and the mechanism of breakage
讨论了复合材料界面的应力传递机制以及断口的破坏机制，
The finite element analysis for stress transfer of short fiber reinforced composite
短纤维金属基复合材料应力传递的有限元分析
Firstly , the effect of initially applied strain is that , when it rises , the fiber axial stress decreases , indicating less efficiency in the stress transfer across the interfaces
轴向最大应力的大幅度减少意味当基体的初始塑性流动增加时，基体的应力传递效率大幅度降低，需要增加纤维长度来完成应力传递。
It may be due to active fracture and seismogeny procedure , and may be due to microdynamic activity of regional strain energy can accumulate or release in different stages , and there exists transformation process of stress
重力场变化可能与区域应力应变场微动态活动有关，地壳运动过程中存在著区域应变能积累和释放调整阶段，并存在应力传递过程。
The stress of the surface course and nails transfer diffusion , i . e . the surface course and nails transfer the excavating load to the soil that is restricted , so soil among more area take action , which slower the extend of the plastic area , and restrict the increase of the plastic deformation
面层、钉体的应力传递扩散作用，将坡面开挖荷载传递到土钉锚固区内土体，调动了更大范围的土体抗力，减缓了塑性区域的扩展，限制了塑性变形的增加。
Here , fem is applied in the analyses of i ) fiber axial stress and interphase shear stress in fragmentation tests during initially applied strain , ii ) influence of temperature on the stress transfer across the interface , iii ) modulus and thickness of the interphase and their influence on interfacial stress transfer , iv ) interfacial debonding process , and v ) fragment aspect ratio , contact friction along the interface and their influences to the interfacial stress transfer efficiency
在论文的这部分工作中，使用有限元法描述和分析了逐节断裂试验中初始应变下的纤维轴向应力和界面相剪切应力，温度对界面应力传递的影响，界面相模量和厚度、纤维节长宽比、界面脱粘过程、界面接触中的摩擦效应等因素对逐节断裂试验中应力传递的影响。
( 4 ) only when the resistance r = l / c , the transition efficiency between electric energy and heat reach its maximum value , which makes it possible to design the high performance damping composites of multi - energy transitions by adjusting the vgcf content . cpe / zkf / vgcf composites : in the cpe / pzt / vgcf composites , the conversion efficiency from force to electricity is very low because of the obvious difference of rigidity between cpe and pzt , which leads to the damping effect of multi - energy transitions is not so evident as the viscoelasticity of the matrix cpe , especially during the cpe glass transition
Cpe / zkf那gcf复合材料:针对cpe / pzt / vgcf复合材料中由于cpe和pzt之间模量差异较大，导致cpe和pzt之间的应力传递欠佳，影响力一电变换效率，从而压电导电减振作用效果并不十分显著的现象;本章中采用极性有机小分子双( 2一轻基- 3一环己基一5一甲基)一苯基]甲烷( zkf ) ，而不采用pzt ，消除了pzt与cpe模量方面差异的影响。
In the pseudo static tests of the middle joint and border joint , the failure modes , the carrying capacity , the ductility , the hysteresis loops and the stress transfer mechanism of the src column and steel beam joints under seismic loads are researched , which are compared with rc beam - column joints and src beam - column joints
通过中柱节点和边柱节点的拟静力试验，着重分析了劲性柱?钢梁节点在模拟地震作用下的破坏形态、承载力、延性、滞回特性与应力传递机制，并与钢筋混凝土节点、劲性混凝土节点进行了比较。
Meanwhile , the influence of overlapping area on the beam foundation is modified by means of load amendment , and the influence of overlapping area on the pile - beam foundation is modified by means of stiffness amendment . by applying the model of stress - spread in shear - displacement method to describe the stress spread between piles and the geddes hypothesis to determine the stress distribution of pile , a displacement coefficient is deduced to calculate the flexibility matrix and the coefficient for load distribution of pile . considering the stiffness of foundation beam , the equation of the interaction of pile - beam - soil is established and an analysis program is developed related to the interaction
本文通过采用剪切位移法中的应力扩散模型考虑桩与桩之间的应力传递作用；采用geddes假定确定桩身和桩端的应力分布，推导位移系数，并以此为基础求得柔度矩阵；桩身和桩端的应力分布大小由桩的荷载分配系数控制，通过迭代法可以求出桩的荷载分配系数；在考虑基础梁对桩?梁?地基土共同作用的刚度贡献基础上，提出了桩?梁?地基土共同作用方程，并通过本文作者开发的相应计算程序，经实例计算验证了本文方法的正确性。