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   edge pressure 的翻译结果: 查询用时:0.095秒
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edge pressure
相关语句
  边压
     After 20 minutes the cardboard can be cut, the cardboard and then the cardboard box can all reach the national standards in intensity of adhesion, of wearability and of edge pressure.
     而纸箱、纸板的粘合强度、耐破强度、边压强度均达到国家规定的相关标准 ;
短句来源
  “edge pressure”译为未确定词的双语例句
     THE ANALYSIS OF THE CRITICAL EDGE PRESSURE FOR SUBSOIL
     地基临塑荷载的分析
短句来源
     The Current Research Situation of Thin Plate Edge Pressure Close-loop Control During Drawing
     薄板拉深工艺中压边力闭环控制的研究现状
短句来源
     And the probabilistic method is firstly used to analysize the relationship between critical edge pressure and elasticity modulus of the pressuremeter test's data,which obtains the experience formula, then make up the limiting pressure of the pressuremeter which will not obtain the realy critical edge pressure of soft rock.
     文章第一次采用概率统计来分析长沙市“红层”软岩旁压试验成果中临塑压力和岩石模量之间的关系,得出这两者之间相应的公式,从而弥补了由于旁压仪压力的限制而在试验过程中无法测得真实的临塑压力这一不足,使得利用旁压试验来所确定的“红层”地基软岩承载力更符合实际。
短句来源
     model for calculating constraints of the drawing rib has been established by means of basic Linit simulation experiments on the drawing rib,by studies on the internal deformation of the rib of the plate material,on the effects of edge pressure and geometrical parameters of the rib on the constraints of drawing rib,on the law of constraint variation of the drawing rib with the changes of the wrap angle of the die set and on the deformation of the plate material due to over drawing of the rib.
     通过拉延筋基本单元模拟试验,对板料在筋内变形机理、压边力和筋的几何参数对拉延筋束力的影响规律、拉延筋约束力随模具包角变化的规律及板料拉过筋时的变形情况进行了研究,建立了柱延筋约束力计算模型。
短句来源
     At present calculation formulas of critical edge pressure P.. of subgrade and load P1/4 whiledepth of elastoplastic range in subgrade be equal to one-fourth of width of base are drived on the assumption that the field of geostatic stress equal to hydrostatic state stress, i. e. coefficient of lateralearth pressure K = 1. 0, obviously this is not real.
     地基承载力公式Pcr,P1/4,在其推导过程中假定地基自重应力场等同于静水应力场即令K=1.0,这显然不符合实际。
短句来源
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  相似匹配句对
     Edge
     边缘
短句来源
     pressure;
     压力;
短句来源
     THE ANALYSIS OF THE CRITICAL EDGE PRESSURE FOR SUBSOIL
     地基临塑荷载的分析
短句来源
     The Edge Stress Test Research on Pressure Vessel
     压力容器边缘应力研究
短句来源
     Relive Pressure
     30分钟释放压力
短句来源
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  edge pressure
The subsurface longitudinal wave emerges from the superposition of the edge pressure waves of the transducer, resulting in a propagation with pressure wave speed, but, in the near-field, where it is often employed, it is not longitudinally polarized.
      
The purpose is to minimize the leading edge pressure gradient region, which affects the stability characteristics of the flow.
      
We have considered the effects of edge pressure gradients and current density values expected for H-mode plasmas, as is described in Sec.
      
The edge pressure gradient and current density are allowed to be finite.
      
TYPHOON predicts the leading edge pressure rise very well and captures the shock with minimal overshoot.
      
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model for calculating constraints of the drawing rib has been established by means of basic Linit simulation experiments on the drawing rib,by studies on the internal deformation of the rib of the plate material,on the effects of edge pressure and geometrical parameters of the rib on the constraints of drawing rib,on the law of constraint variation of the drawing rib with the changes of the wrap angle of the die set and on the deformation of the plate material due to over drawing of the rib.

通过拉延筋基本单元模拟试验,对板料在筋内变形机理、压边力和筋的几何参数对拉延筋束力的影响规律、拉延筋约束力随模具包角变化的规律及板料拉过筋时的变形情况进行了研究,建立了柱延筋约束力计算模型。

At present calculation formulas of critical edge pressure P.. of subgrade and load P1/4 whiledepth of elastoplastic range in subgrade be equal to one-fourth of width of base are drived on the assumption that the field of geostatic stress equal to hydrostatic state stress, i. e. coefficient of lateralearth pressure K = 1. 0, obviously this is not real. New formulas on case of K /l. 0 are obtained and bycalculating examples the formulas are proved be reliable.

地基承载力公式Pcr,P1/4,在其推导过程中假定地基自重应力场等同于静水应力场即令K=1.0,这显然不符合实际。本文取消上述假定,根据K≠1.0的实际情况,推导出了计算公式并进行了计算比较,证明新的公式是可靠的。

Based on the elastic-plastic theory, the critical edge pressure and critical loading of subsoil have been analyzed and stUdied with realistic coefficient of earth pressure at rest (K0≠ 1 )in this paper. Formulas of the critical edge pressure and critical loading were proposed and compared with the formulas in available reference. The critical edge pressure for subsoil obtained with proposed formulas is smaller than that in some reference. Some valuable conclusions are given.

本文根据线弹性理论;分析讨论了地基的临望荷载和临界荷载,推导了较为精确的临塑荷载公式,并与目前教材中常用的临塑荷载公式和临界荷载公式进行了比较。

 
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