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1)  bending deflection
压下挠度
1.
According to theoretic analysis, computing the bending deflection of every roller is enabled to ignore the effect of the web and only allow to the rectangular section made up of flange plates.
理论分析认为求解各可调辊的压下挠度时,可以不考虑腹板的影响而按翼缘组成的"矩形"断面来进行。
2)  lower flexibility
下挠度
1.
Taking the reinforced concrete and prestressed concrete works in one expressway as example from two aspects: camber and lower flexibility setting of simple beam the differences between the lower flexibility of reinforced concrete simple beam and the camber deformation of presstressed concrete simple beam are presented.
以某高速公路钢筋混凝土与预应力混凝土工程为例 ,从简支梁的预拱度和下挠度的设置两方面进行了阐述 ,提出了钢筋混凝土简支梁下挠变形和预应力混凝土简支梁上拱变形的不同之
3)  bending deflection
压弯挠度
1.
Design of structural parameters and bending deflection of straightening machine for conducting bar
电铜导电棒矫直机结构参数及矫直压弯挠度设计
2.
It is difficult to get a proper practical answer of bending deflection for H-Beam roller straightening.
H型钢辊式矫直压弯挠度的计算一直难于得出适用工程的解。
3.
In order to avoid flaws in the process of H-beam straightening, an adequate mechanical model was established and the relations between bending moments, forces and bending deflections of the H-beam in nine-roller straightening were deduced.
为了避免矫直过程中出现矫直缺陷,通过建立适当的矫直力学模型,求出了H型钢九辊矫直的压弯挠度与弯矩、矫直力的解析关系,确定了生产中调节矫直辊压弯挠度来保证各辊处的弯矩、矫直力等力能参数的范围。
4)  Resisting wind pressure deflection
抗风压挠度
5)  Downwarping
下挠
1.
Genetic analysis of large span beam bridges long downwarping and controlling downwarping;
大跨梁桥长期下挠成因及其控制
6)  down warping
下挠
1.
Research on the safety of pre-stress T beam down warping of one railway bridge;
对某铁路桥预应力T梁下挠的安全性研究
2.
Discussion on the prevention of reinforced concrete beam in down warping in engineering practice;
浅谈钢筋混凝土梁下挠在工程实践中的防治
补充资料:挠度
      细长物体或薄物体在受力或受热后弯曲变形程度的度量。细长物体(如梁或柱)的挠度是指在变形时其轴线上各点在该点处轴线法平面内的位移量。薄板或薄壳的挠度是指中面上各点在该点处中面法线上的位移量。物体上各点挠度随位置和时间变化的规律称为挠度函数或位移函数。通过求挠度函数来计算应变和应力是固体力学的研究方法之一。
  

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