切向应力的英文

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"切向应力"怎么读用"切向应力"造句

英文翻译手机版

circumferential stress
hoop stress
tangential stresses

"切"英文翻译 correspond to; be close to
"向"英文翻译 direction
"应力"英文翻译 stress; strain; tension; cha ...
"切向应力场" 英文翻译 : shear-stress field
"法兰切向应力" 英文翻译 : tangential stress in flange
"极限切向应力" 英文翻译 : limiting tangential stress
"界面切向应力" 英文翻译 : tractive stress
"磁层顶切向应力" 英文翻译 : magnetopause tangential stress
"法兰中的切向应力" 英文翻译 : tangential stress in flange
"切向应变" 英文翻译 : tangential strain
"反应力, 反向应力" 英文翻译 : uplift stress
"正应力；正向应力" 英文翻译 : normal stress
"侧向应力" 英文翻译 : lateral stress
"单向应力" 英文翻译 : pure stress; uniaxial stress; unidirectional stress
"单轴向应力" 英文翻译 : uniaxial stress
"多向应力" 英文翻译 : multiaxial stress
"多轴向应力" 英文翻译 : multiaxial stress
"二向应力" 英文翻译 : two-dimensional stress
"法向应力" 英文翻译 : direct stress; normal stress; normalstre; stress; normal
"法向应力泵" 英文翻译 : normal stress pump
"法向应力差" 英文翻译 : normal stress difference
"反向应力" 英文翻译 : back stress; reversal of stress; reversal stress; reversed stress
"非轴向应力" 英文翻译 : non axial stress; non-axial stress
"横向应力" 英文翻译 : deviation of stress; lateral stress; tra verse stre; transversal stress; transversalstress; transverse stress; transversestress
"环向应力" 英文翻译 : circumferential stress; hoop stress; stress in hoop direction

例句与用法

Then the hardware structure and work principle of the measurement platform based on tdc are introduced with the high precision time to digital converter , tdc in brief , being described in detail
接着介绍了基于tdc的切向应力测量实验平台的硬件结构及其工作原理,详细介绍了高精度的时间测量芯片tdc - gp1的原理和使用。
This paper presents a platform that measures the tangent stress of the elastic media using critically refrected longitudinal wave ( lcr for short ) based on acoustic - elasticity theory . the primary experiments are complete in general purpose stress equipment controlled by pc
本文以声弹性理论为基础,设计并制作了一套基于tdc ( timetodigitalconverter )利用lcr波( criticallyrefractedlongitudinalwave )测量弹性介质中的切向应力的实验平台,并在微机控制的万能试验机上进行了初步的实验。
In contrast , taken as a contact problem , the principal characters of the interfaces can be reflected : ( 1 ) the contact interface is of shear strength which implies that a generic pair of contact points on the interface will displace coincidentally if the tangential force at this point has not reached the limit resistance , else , relative slide between the points will occur along the tangential direction . ( 2 ) no matter the relative slide occurs or not , the contact bodies cannot invade each other in any wise
同时指出，将桩土相互作用按接触问题来处理，可以更好地反映出该接触面的主要力学特征，即： ( 1 )接触面具有相应的“抗剪强度” ，即当接触面上的某一点处的切向应力小于该点处的抗剪强度时，该处桩土共同变形；达到其抗剪强度时，则沿切向发生滑动； ( 2 )在整个变形过程中，桩与土不能互相侵入。
The distributions of the local density , thickness , temperature , tangential and normal stress and surface tension were acquired by the study of liquid - vapor interface . these simulated data agree well with corresponding experimental data and the md simulation results from other authors , consequently it is proved that the model and simulation method in the paper are correct
对汽液界面进行了分子动力学研究，获得了汽液界面局域的密度、厚度、温度、切向应力和法向应力以及表面张力的分布，并把这些数据与相应的实验数据和其他作者的模拟结果相比较，吻合较好，从而证明了本文所采用的模拟方法和模拟模型是正确的。
The experimental results indicate that the tangent stress keeps quite linear relation with the variation of the time in fixed transmission distance of lcr wave in elastic range . also , the experiment results prove correctness and feasibility of the methods for measuring and processing lcr wave in stress measurement . the research provides beneficial reference for the application of tangent stress measurement in elastic media from theory to practice with tdc
实验数据表明:在试件的弹性范围内,试件内部的切向应力与lcr波在固定传播距离下的声时变化有着良好的线性关系;证明了基于tdc - gp1的测试信号处理方法在用lcr波进行切向应力测量的可行性和正确性,为弹性介质中的切向应力测量从理论研究走向实践应用提供了较高的参考价值。
Based on the stress measurement model using the critically refracted longitudinal ( lcr ) wave , this paper discussed the key techniques of measuring the stress in accessories , which includes the generation , receiving and afterwards management of lcr wave . an experimental stress measurement system based on time was also designed and constructed in this project , by measuring the travel time of lcr wave in the medium , the stress state of testing object can be well evaluated
本文基于临界折射纵波( criticallyrefractedlongitudinal , lcr )应力测量模型,研究采用lcr波测量零件中切向应力的关键技术,包括lcr波的产生、接收和后续处理,设计并制作了基于传播声时的应力检测实验系统,通过测量lcr波在材料内部传播声时的改变,评估被测物体中的应力情况。
As one of the most potential experimental stress measurement , ultrasonic technique was widely developed and applied in recent years . limited by their own characters , bulk wave and surface wave in ultrasonic frequency are difficult to be used to measure the internal tangent stress condition from the surface of medium . in many occasions , they will not be able to evaluate the working condition of mechanical components effectively
超声波技术作为最有潜力的实验应力测量技术之一,近年来得到了广泛的发展和应用,然而超声体波与表面波由于其自身的限制性,均无法从表面测量内部的切向应力状况,在许多场合下无法有效进行机械构件工作状态的评估。
Thus , the author attempt to develop a new model of anchor bolts so as to avoid the disadvantages . in the model , the interaction between the bolt and the geotechnical mass is taken as contact problem , in which if the tangential force at the interface has reached the limit resistance , the relative slide in the interface will occur along the tangential direction . also , the computational parameters in the model have tangible physical meanings and have less difficulty to obtain
为此，本论文提出一种新的锚杆计算模型，它将锚杆与周围岩土体间的相互作用作为接触问题考虑，其计算理论比较严谨，能较好地模拟出锚杆的受力状态及锚杆与岩土体间的剪切?滑移作用，即：锚杆?岩土体之间的接触面具有抵抗强度，当接触面上切向应力小于其抵抗强度时，锚杆与岩土体共同变形；达到抵抗强度时则沿切向发生相对滑动。
Nevertheless , in these approaches the contact intethee are charactered sboly ed stiffeess k . and k . " which is not perfect and rigorous in thc vitw of solid mechanics and rather rough for the description of the behavior of the idtfores . in collbet , taken as a contact problem , the principal chatrs of the idtcthees can be reflected : ( l ) the cbntact inifore is of shear strength which implies tha a generic pair of contact points on the inidse will displace coincidentally if the tangential fbrce at this point has not reahed the 1imit resistance , else , relative s1ide betwee the points will occur along the tangental direction . ( 2 ) no matter the relative slide occurs or not , the contact bodies cannot invade each other in any wise
本论文在对这两种方法进行认真的分析后，说明它们对不连续面的描述并不合理，也无法反映出不连续面的主要力学特性，同时指出，将带有不连续面的岩土工程问题作为接触问题计算更为合理，它可将不连续面受力变形的主要特点反映出来，即： ( 1 )接触面具有相应的“抗剪强度” ，即当接触面上某一点处的切向应力小于该点处的抵抗强度时，点对共同变形；达到强度时，则沿切向发生相对滑动； ( 2 )在整个变形过程中，发生接触的变形体不能相互侵入。