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独立加载
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  independent load
     The Compare Increment Load Method with the Many Time Independent Load Method
     增量法与多次独立加载法的比较
短句来源
     Serious defect of accustonled use "the increment method" load plan is expounded in a meterial maechanics test, after the test data be analysed and compared,"the many time independent load method "load plan is presented.
     指出了材料力学实验中广泛应用的“增量法”加载方案的严重缺陷,并在对实验结果分析、比较的前提下,提出了“多次独立加载法”的加载方案.
短句来源
  “独立加载”译为未确定词的双语例句
     The safety factor is between 1 and 1.3 for SRM to predict test results of SR strains for 304 steel specimens under stresses with only one level of peak stress.
     基于单试样法建立的SRM模型用来预测在独立加载工况下 30 4不锈钢试样的饱和棘轮应变 ,其安全因子介于 1~ 1.3之间。
短句来源
  相似匹配句对
     independent justice;
     独立审判;
短句来源
     SELF INDEPENDENCE
     独立精神
短句来源
     The Compare Increment Load Method with the Many Time Independent Load Method
     增量法与多次独立加载法的比较
短句来源
     Hence. it is concluded that the fracture parameter of concrete are not independent of loading history.
     因此,混凝土的断裂参数不是独立加载历史的物理量。
短句来源
     Introduce the load settings.
     介绍了加载装置。
短句来源
查询“独立加载”译词为用户自定义的双语例句

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  independent load
A uniform tube with both a frequency-independent load (resistive) and a frequency-dependent load was used.
      
The effective length of a tube with a frequency-independent load is equal to the actual length.
      
The dynamic stresses near a prolate spheroidal cavity, to whose surface is applied a normal, angle-independent load, are investigated as a specific numerical example.
      


The construction and the function of a softwareis introdued- which controls multi-group independentloading tests by one computer. Some special problemswhich result from the realhation are aiso discussed.

介绍了用一台计算机控制多个独立的加载试验这样一套系统控制软件的结构和功能,并就实施过程中遇到的一些具体问题进行了讨论。

Serious defect of accustonled use "the increment method" load plan is expounded in a meterial maechanics test, after the test data be analysed and compared,"the many time independent load method "load plan is presented.

指出了材料力学实验中广泛应用的“增量法”加载方案的严重缺陷,并在对实验结果分析、比较的前提下,提出了“多次独立加载法”的加载方案.

Based on a series of uniaxial ratchetting tests of 304 stainless steel, the influences of four stresses (mean, amplitude, peak and valley) on saturated ratchetting (SR) strains are investigated. It is discovered that there exists a unique threshold for peak stress and SR strains vary monotonously with peak stresses. Peak stress, therefore, is an essential cause that leads to positive ratchetting deformation of materials. According to this phenomenon, the concepts of ratchetting threshold and ratchetting stress...

Based on a series of uniaxial ratchetting tests of 304 stainless steel, the influences of four stresses (mean, amplitude, peak and valley) on saturated ratchetting (SR) strains are investigated. It is discovered that there exists a unique threshold for peak stress and SR strains vary monotonously with peak stresses. Peak stress, therefore, is an essential cause that leads to positive ratchetting deformation of materials. According to this phenomenon, the concepts of ratchetting threshold and ratchetting stress are proposed, and a saturated ratchetting model (SRM) for describing the constitutive relationship between SR strain and ratchetting stress is presented. The experimental results show that the history under previous low cyclic stresses has no effect on SR strains. This leads to the development of a single specimen method to built SRM, with which a ratchetting test needs only one to three specimens with about ten different levels of peak stresses. The safety factor is between 1 and 1.3 for SRM to predict test results of SR strains for 304 steel specimens under stresses with only one level of peak stress.

通过大量单轴棘轮实验 ,研究了均值、幅值、峰值和谷值应力对 30 4不锈钢的饱和棘轮应变的影响规律以及棘轮历史对材料棘轮饱和变形状态的影响。结果表明 ,均值、幅值和谷值 3种应力参量两两之间构成制约棘轮变形的二元参量 ,峰值应力与饱和棘轮应变之间存在不受均值、幅值和谷值应力影响的单调函数关系 ,因而峰值应力是导致材料正向棘轮变形的根本原因。根据这一现象 ,提出了棘轮门槛应力值σrth和棘轮应力σr的概念 ,建立了基于单参数控制的、用于饱和棘轮应变预测的饱和棘轮本构模型SRM。实验发现 ,先前低循环应力水平下材料棘轮行为对后继高循环应力水平下的饱和棘轮变形无影响 ,进而提出了单试样法 ,利用该方法来确定SRM本构模型材料参数只需 1~ 3个试样。基于单试样法建立的SRM模型用来预测在独立加载工况下 30 4不锈钢试样的饱和棘轮应变 ,其安全因子介于 1~ 1.3之间。

 
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