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1)  initial play
初始游隙
2)  initial gap
初始间隙
1.
With new inferring method and theory,difference of initial gap distribution laws in basic ways of gear modification is analyzed.
利用新的理论方法,对各种修形方式的初始间隙进行求差运算,通过对运算结果进行分析,确定了不同条件下的最佳修形方式,并用实例验证了所得结论,对工程实际有一定的理论指导意义。
2.
The closing constitutive relation for the frictional contact with initial gap is added to the model in this paper, which makes it more perfect.
在连杆接触单元非线性模型的基础上,增加了有初始间隙的摩擦接触问题的闭合本构关系,算例及工程应用表明,本模型理论正确,计算结果合理且精度较高,并易于实施,可应用于复杂的工程接触问题的求
3.
The computation shows that the equal number of the maximum strain of the beams is well consistent with the maximum strain of the beams which is ob-tained by the equal number of the initial gap of the beams.
用白噪声均匀分布产生的随机数的值模拟梁间接触时的初始间隙。
3)  original gap
初始间隙
1.
This paper introduces a new easy calculating method by which the original gap of gear shape repaired cycloid pin gear planetary reducer and standard pin gear be estimated,making two variables φ and τ in one expression change a function of one variable τ,which largely simply calculational program.
介绍了一种求修正摆线轮与标准针轮啮合时初始间隙的简便算法,使计算式中的两个变量φ和τ转变为一个变量τ的函数,大大简化了计算程序。
4)  incipient interstice
初始缝隙
1.
In the present study, a stiffness matrix of cylinder shell elements was established with the influences of incipient interstices and stiffeners taken into account.
在分析过程中考虑了初始缝隙和加劲环的影响,建立了圆柱壳单元的刚度矩阵。
5)  original porosity
初始孔隙度
1.
The original porosity lied on clastic size and lithofacies so that the original porosity of a sort clastic bed can be considered as the same, but the compaction process could be different from each other.
同种类的沉积岩石的初始孔隙度值可能相差不大,它们主要受碎屑颗粒大小和沉积相影响,但是其压实过程可能会存在较大的差异。
6)  initial void ratio
初始孔隙比
1.
It was shown that ① For the rockfills with determined particle grading,the conversion between shear dilatancy and shrinkage of the samples depended upon a critical initial void ratio(e0)crit and critic.
基于不同初始孔隙比e0和不同固结压力σc情况下筑坝堆石料大型三轴固结排水剪切试验,分析了堆石料应力应变关系与体积应变关系以及剪胀率ζ与塑性剪应变εsp关系的变化规律。
2.
The study has shown that the transient modulus of MSW is changed when the organic content,the initial moisture,the initial void ratio or the degradation degree of MSW changing;and some changing laws due to influences of above-mentioned factors are obtained.
采用有代表性配比的人工配料垃圾土试样对瞬时模量变化规律进行了试验研究,结果表明:垃圾土有机质含量、初始含水率、初始孔隙比及降解程度的变化对瞬时模量都有影响,并得到了各影响因素下的变化规律。
补充资料:隙游尘
【隙游尘】
 (术语)又曰日光尘。梵Vatayanacchidriarajas,飞散空中,肉眼仅得辨认之尘也。与极微之八十二万三千五百四十三倍相当。(参见:极微)
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