1) non critical rolling resistance
非临界滚动摩阻
1.
This paper uses the mechanical model,in which the relationship between minimal displacement Δx and coefficient of rolling resistance δ is linear,to discuss constitutive relation of bodies with non critical rolling resistance,the equation M=δ f0 ·Δx·N is established This equation may be used to solve the statically indeterminate problem with rolling resistanc
作者采用轮子中心的微位移Δx 与该处滚动摩阻系数δ成线性关系的力学模型,研究物体非临界滚动摩阻的本构关系,得出非临界流动摩阻公式M= δf0·Δx·N,利用该公式可解决考虑滚动摩阻的超静定问
2) critical frictional resistance strength
临界摩阻强度
1.
Frictional resistance characteristic and critical frictional resistance strength of geosynthetics in sandy soil are gotten by pullout test for five geosynthetics material.
进行了5种筋材的拉拔试验,得出了加筋土筋材在砂土中的摩擦特性规律和临界摩阻强度,对今后的筋材拉拔试验及工程应用具有参考价值。
3) non-critical friction
非临界摩擦力
4) rolling frictiond ragc ouple
滚动摩阻力偶
5) rolling frictional resistance
滚动摩擦阻力
6) critical density of dynamic frication
动摩擦临界浓度
补充资料：非想非非想处天
1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。
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