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Home > chinese-english > "控制应力" in English

English translation for "控制应力"

proof stress

Related Translations:
应力:  [物理学] stress; strain; tension; charge 短语和例子内应力 internal stress; 预应力 prestress; 正应力 direct stress; 冲击应力 impact stress; 交变应力 alternate stress; 工程师们计算桥梁的应变和应力。 engineers calculate the strains
Example Sentences:
1.( 2 ) the crack load increases with the increase of the amount of the prestressing steel or the tensioning stress
( 2 )预应力筋用量的增加、张拉控制应力的增大使预应力框架梁、柱的开裂荷载提高。
2.Influence of the amount of the prestressing steel and the tensioning stress to the crack load of the beam is greater than that to the crack of the column
并且预应力筋的用量和张拉控制应力对梁开裂荷载的影响要比对柱开裂荷载的影响要大得多。
3.As the complexity of source and distribution of stresses , people can not at present control stresses , or even say nothing of using it efficiently
由于应力的来源、分布十分复杂,目前在多数情况下,人们还不能控制应力,更谈不上有效的利用它。
4.Additionally , modal parameters are tested under different prestressed forces and during the course of the lose of prestressed forces . finally , different vibration conditions , such as different rigidity of the hammer and different forces , are also studied
另外通过振动测试,对预应力梁在不同的张拉控制应力下、预应力损失过程、不同激励条件下构件的实测模态参数的变化规律进行了试验研究。
5.Abstract : based on the analysis of the main failures discovered in pavement on steel deck plate and the demanding service condition of the pavement on steel deck , high - temperature rutting test , low - temperature bending test and controlled stress flexural fatigue test are used to study the performance of asphalt mixtures modified by epoxy resin including high - temperature stability , low - temperature cracking - resistance , and fatigue cracking - resistance , which are served to evaluate the modification effect of epoxy resin of different contents . with the addition of epoxy resin , all the three performances are improved greatly . however , when the amount of epoxy resin added is over a certain value , the modification effect will be stable with no extra benefit detected . finally , in terms of the properties of the three respects , 20 ? , 30 ? , 30 ? are given separately as the proposal adding contents
文摘:在分析钢桥面铺装层主要病害和特殊工作环境的前提下,分别采用高温车辙试验、低温小梁弯曲试验和控制应力小梁弯拉疲劳试验,研究了不同环氧树脂掺量下的环氧树脂改性沥青混合料的高温稳定性、低温抗裂性和抗疲劳性能.试验结果表明:环氧树脂对这3个方面都有很大的改进效果,但改性效果和树脂的添加量并不是一个无限递增的关系,当添加量超过一定数值以后,改性的效果将趋于平稳.最后就高温、低温、疲劳3个方面分别提出环氧树脂添加量为20 ? , 30 ? , 30 ?的建议值
6.The results indicate that the ratio of span to rise , the ratio of reinforcement and the stretching controlling stress are the three primary influencing factors to the failure pattern of the slab . in addition , the relationships between the ratio of deflection to span and the ratio of span to rise and the stretching controlling stress submit to linear curves , the relationship between the ratio of deflection to span and the ratio of reinforcement submits to a quadratic parabola curve
运用数值分析程序计算了175组不同跨高比、配筋率、张拉控制应力的中强( 1270mpa )螺旋肋钢丝预应力空心板,结果表明跨高比、配筋率、张拉控制应力是影响空心板破坏形态的主要因素,且构件挠跨比与跨高比和张拉控制应力呈线性关系,与配筋率呈二次抛物线关系。
7.Taking an ultimate deflection more than 1 / 50 of calculating span as the determinant term , by the means of numerical analysis and regress equation respectively , this paper discusses the reasonable stretching controlling stress of usual span and reinforcement slabs for design reference
以极限挠度达到跨度的1 50作为延性破坏的判定指标,本文分别运用数值分析程序试算和回归方程得出了常用跨度、常用配筋的中强( 1270mpa )螺旋肋钢丝预应力混凝土空心板的张拉控制应力的取值,供设计参考。
8.Based on the analysis of the main failures discovered in pavement on steel deck plate and the demanding service condition of the pavement on steel deck , high - temperature rutting test , low - temperature bending test and controlled stress flexural fatigue test are used to study the performance of asphalt mixtures modified by epoxy resin including high - temperature stability , low - temperature cracking - resistance , and fatigue cracking - resistance , which are served to evaluate the modification effect of epoxy resin of different contents . with the addition of epoxy resin , all the three performances are improved greatly . however , when the amount of epoxy resin added is over a certain value , the modification effect will be stable with no extra benefit detected . finally , in terms of the properties of the three respects , 20 ? , 30 ? , 30 ? are given separately as the proposal adding contents
在分析钢桥面铺装层主要病害和特殊工作环境的前提下,分别采用高温车辙试验、低温小梁弯曲试验和控制应力小梁弯拉疲劳试验,研究了不同环氧树脂掺量下的环氧树脂改性沥青混合料的高温稳定性、低温抗裂性和抗疲劳性能.试验结果表明:环氧树脂对这3个方面都有很大的改进效果,但改性效果和树脂的添加量并不是一个无限递增的关系,当添加量超过一定数值以后,改性的效果将趋于平稳.最后就高温、低温、疲劳3个方面分别提出环氧树脂添加量为20 ? , 30 ? , 30 ?的建议值
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