控制应力的英文

• proof stress
  

• "控制"英文翻译    control; dominate; regulate; ...
• "应力"英文翻译    stress; strain; tension; cha ...
• "张拉控制应力" 英文翻译 :    control stress for prestressing
• "控制应用" 英文翻译 :    control application
• "控制应用程序" 英文翻译 :    control application; controlling application program
• "实时控制应用" 英文翻译 :    real-time control application
• "橡胶制应力模型" 英文翻译 :    rubber stress model
• "电机与控制应用" 英文翻译 :    electric machines & control application
• "数据控制应用程序" 英文翻译 :    data control utility
• "通信控制应用程序" 英文翻译 :    cca communication control application program
• "系统与控制应用" 英文翻译 :    systems and control applications
• "接入链路控制应用协议" 英文翻译 :    access link control application protocol
• "应力控制" 英文翻译 :    stress adjustment; stress control
• "应力控制带" 英文翻译 :    stress control tape
• "应力控制管" 英文翻译 :    stress control tubing
• "应力控制器" 英文翻译 :    stress controller
• "手动应急控制应急手动操纵" 英文翻译 :    emergency hand control
• "应力控制试验" 英文翻译 :    controlled-stress test
• "应力控制张拉" 英文翻译 :    prestressing under stress control
• "缸壁应力控制器" 英文翻译 :    wall stress controller
• "应力控制荷载试验" 英文翻译 :    stress-controlled load test
• "应力控制式直剪仪" 英文翻译 :    stress controlled direct shear apparatus; stress-controlled direct shear apparatus
• "限制应变" 英文翻译 :    limiting strain
• "压制应变片" 英文翻译 :    mold gage
• "定制应用程序" 英文翻译 :    customized application

• ( 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。
• 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。
• 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。
• 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。
• 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
• 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。
• 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。
• 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