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位移分量的英文

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"位移分量"怎么读用"位移分量"造句

英文翻译手机手机版

  • component of displacement
  • displacement component

例句与用法

  • For each displacement component we find that there are only two values at the two ends of a boundary .
    对每一位移分量,我们发现在一个边界的两端处仅有两个值。
  • However, the earliest long-period seismographs recorded dispersive waves with large transverse displacement components in the main tremor .
    但是,最早期的地震记录,就记录下了主震中具有很大横向位移分量的频散波。
  • The second method is that once a large displacement is happened at any node , it can be said that the structure has been destroyed . using these two methods the function of semi - rigid connections on the structural stability can be known accurately
    当结构位移向量中的任一位移分量超过一定限值时则认为此结构已破坏,采用这两种方法联合来反映结构是否破坏,可有效地体现出半刚性的影响
  • The results of case a and case b were about the same , thus it was displayed that modifying structure did not cause the bursting under low pressure but the damages of the structure . second , an analytical model was developed to assess the critical buckling problem of near surface interlaminar rectangular defects in the cylindrical part of srmcs under axis and interior pressure loads . the relationships between critical strain value and the parameters of geometry and radius of cylindrical were discussed
    在最大压力为水检压力的作用下,应用有限元计算出壳体的整体变形以及不同部位的各种应力(不同应力分量)和位移分量,与试验结果均比较吻合,证明采用大变形方法分析壳体宏观应力和变形是合理的, a壳体与b壳体的应力、变形情况基本相同, b壳体发生低压爆破不是由于结构参数的调整造成,而是由于各种试验导致的累积损伤造成的。
  • Abstract : this paper proposed a numerical method to determine the oscillatory stress singularities and the related stress intensity coefficients , by use of common numerical solutions ( stresses or displacements ) which obtained by an ordinary numerical technique such as finite element method or boundary element method
    文摘:本文以具有振荡应力奇异性的平面问题为例,提出了一种利用普通的数值分析结果(由有限元或边界元程序计算得到的应力分量或位移分量) ,来确定奇异点附近的振荡应力奇异性次数以及相应的复应力强度系数的数值分析方法。
  • The general stress and displacement solutions of non - axisymmetric problems are obtained by hankel transform , then the theoretical solutions of stress and displacement in transversely isotropic elastic half - space under arbitrary loading are put forward by introducing boundary conditions . the homogeneous elastic half - space solutions evolved from the theoretical solutions in the paper are in accord with classical ones . solutions under horizontal and vertical loading can be obtained respectively by specializing arbitrary loading ; by analogy , solutions under other loading can be also obtained
    进而引入边界条件得到一般荷载作用下横观各向同性弹性半空间的应力、位移分量理论解,此解经过退化后得到均质弹性半空间理论解与经典解吻合,对一般荷载的特殊化可以分别得到水平荷载下和竖直荷载下的理论解,如此类推,可以得到其它类型荷载的解答。
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