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弯曲应变的英文

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"弯曲应变"怎么读用"弯曲应变"造句

英文翻译手机手机版

  • bend strain
  • bending stain
  • bending strain
  • buckling strain
  • crippling strain
  • flexion strain
  • flexural strain
  • strain by bending
  • strain of flexure
  • transverse strain

例句与用法

  • Flexural fatique testing of plastics using flat specimens
    塑料试验.扁平试样弯曲应变区域的疲劳试验
  • Evaluation of asphalt - mixture ' s low - temperature anti - cracking performance by curvature strain energy method
    弯曲应变能方法评价沥青混合料的低温抗裂性能
  • When engineers use the method of least squares to adjust cables force by limiting moment of girder to the reasonable moment , they will come to a reasonable complete status , which is aimed to a reasonable force in the girder of the cable stayed bridge
    以主梁合理恒载弯矩作为调束控制条件,从而得到以主梁受力合理为目标的合理成桥状态,是最小弯曲应变能法和应力平衡法的结合点。
  • Through analysis the reasons influencing measuring stability have been found out , which are the flexure strain and structure resonance produced by the transmission axle under the function of the gearing - in force of the reduction gear
    虽然与传统的测量方法一致,但经过理论分析,得出了这种测量方式机械结构影响测量稳定性的原因,即传动轴受减速器齿轮啮合力作用?生的弯曲应变和结构谐振对测量精度影响最大。
  • 4 ) because completed status of the bridge of the cable - stayed bridges is relative , minimum bending strain energy of main beam and tower is considered as optimum object and reasonably suffered force of main beam and tower and uniform cable forces also have been considered at the same time in this method . 5 ) the comprehensive method can avoid the limitation of only using a i certain method
    4 )由于斜拉桥合理的成桥状态是一个相对的概念,所以本文介绍的方法是以斜拉桥主梁和索塔的弯曲应变能最小为目标,同时也兼顾了主梁和索塔的受力合理和索力的均匀。 5 )用综合方法确定斜拉桥成桥状态下合理索力可以避免单一使用某种方法的局限性。
  • Considering different soil spring models for vertical fault movement and horizontal fault movement , two damage cases of pe pipeline in ji - ji earthquake have also been simulated . the large deformation of a buried pipeline under fault movement is investigated in the 4th chapter . to examine the inelastic behavior of buried pipelines , the parametric studies on pipe material property , diameter ( d ) , diameter - to - thickness ratio ( d / t ) , crossing angle ( ) , as well as soil stiffness , have been conducted using a shell - spring fem method
    对于0 p三90 ”的情况,当断层位移相对管径还不是很大时(管子内的弯曲应变与轴向拉伸应变相差不大的情况) ,断层附近管子变形形式与梁相似;当断层位移相对管径很大时(管子以轴向拉伸应变为主的情况) ,断层附近的管子轴线变形为一圆弧,管子表现得像一条没有弯曲刚度的索。
用"弯曲应变"造句  

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