1) apparent slip effect
表面滑移效应
1.
In this work,the apparent slip effects of laminar water flow in smooth hydrophobic microchannel and patterned hydrophobic microchannels have been investigated.
研究了光滑和带有横向凹槽结构的疏水微槽道内层流的流动特性和表面滑移效应。
2) surface slip
表面滑移
1.
03); surface slip is not obvious with Knudsen number 3×10 -3 ~ 7×10 -3 under present experiments, and the .
在本文的实验参数下 ,Kundsen数范围为 3× 10 -3 ~ 7× 10 -3 ,表面滑移不明显 ,稀薄气体效应可以忽
3) slippage effect
滑移效应
1.
Calculation of bending stress of steel-concrete composite beam considering slippage effect;
考虑滑移效应的钢—混凝土组合梁弯曲应力计算
2.
Nonlinear finite element analysis on steel and concrete composite beams under slippage effect;
考虑滑移效应的体外预应力组合梁非线性分析
3.
According to the new slippage effect on nanopatterned interfaces,the pressure drop mechanisms of enhancing water injection technology with hydrophobicity nanometer SiO2 were put forward.
根据最新的纳米点阵滑移效应,提出疏水性纳米SiO2降压增注剂的作用机理。
4) Slip effect
滑移效应
1.
The influence of slip effect on the elastic bending strength of section steel concrete beam;
滑移效应对型钢混凝土梁弹性抗弯强度的影响
2.
Taken slip effect in considerations the deformation model of box-type steel-concrete composite beam is built,at the same time principle to utilize the minimum potential energy is proposed.
分析了定量研究钢—混凝土组合梁的界面滑移对组合箱梁刚度和挠度影响的必要性,建立了考虑滑移效应的箱型钢—混凝土组合梁的变形模型,并提出了利用最小势能原理,推导组合梁变形微分方程的建议,可供结构设计人员参考。
3.
In order to analyze the section stress considering the slip effect on the interface between concrete and steel,models for calculating global moment,local moment,elastic stress,and yield moment on composite steel-concrete beam section are created.
为了分析存在滑移效应时钢-混凝土组合梁的截面应力,在假定截面总弯矩由整体弯矩和局部弯矩组成的基础上,建立了考虑界面滑移效应的钢-混凝土组合梁截面整体弯矩、局部弯矩、截面弹性应力和屈服弯矩的计算模型,给出了组合梁的截面弹性应力和屈服弯矩计算公式;对比试验数值,模型计算得到的截面屈服弯矩较试验值低且有较好的计算精度,为组合梁截面应力和屈服弯矩的计算提供了一种简便、可行的计算方法。
5) effect of slip
滑移效应
1.
Theoretical analysis and derivation are conducted for the effect of slip on the deformation of simply supported composite steelconcrete beams.
在建立相对滑移微分方程的基础上,得到了不同荷载情况下钢─混凝土组合梁因滑移效应引起的附加变形计算公式。
2.
Based on the analysis and discussion on the flexural strength of cross section in composite steel-concrete beams,the effect of slip on the elastic flexural strength is evident.
通过分析和讨论滑移效应对钢-混凝土组合截面强度的影响表明,滑移效应对组合梁截面弯曲屈服强度的影响比较显著,但它对弯曲极限强度的影响可以忽略不计。
6) surface effect
表面效应
1.
Curie temperature and surface effects of ultre-thin ferroelectric films(Ⅱ);
超薄铁电膜的居里温度及表面效应(续)
2.
One dimension surface effect mechanism analysis for metal drawing deformation with pulse vibration
金属脉冲振动拉拔成形一维表面效应机理分析
3.
The nano-bar is affected by the strong surface effect and small size effect.
模拟了SiC在驰豫过程中的动态平衡变化过程,研究了表面效应和小尺寸效应对原子位置,原子能量分布的影响。
补充资料:表面
表面
指人体或器官的外面或空腔的内面。
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