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1)  particle damage
颗粒破坏
1.
The properties of particle lubrication is studied based on end-face tribotester in this thesis, and the process of the particle damage is simulated by using the discrete element numerical analysis techniques.
其次,为了能直观的观察到润滑中颗粒的破坏情况,本文基于离散单元法建立颗粒破坏模拟模型,实现对颗粒破坏过程的动态模拟。
2)  particle failure test
颗粒破坏试验
3)  particle crushing
颗粒破碎
1.
Research on particle crushing of calcareous sands under triaxial shear;
剪切作用下钙质砂颗粒破碎试验研究
2.
The influence of particle crushing on the shear strength of granular materials was studied using DRS-1 super-high-pressure direct/residual shear testing system.
为了掌握高压条件下颗粒破碎对粒状材料抗剪强度特性的影响,应用DRS-1型超高压直残剪试验系统,研究了法向应力0~14 MPa条件下颗粒破碎对福建标准砂直接剪切强度的影响,分析了颗粒破碎的机理、过程及其力学效应。
4)  particle breakage
颗粒破碎
1.
Numerical simulations of particle breakage property of sand under high pressure 1D compression condition by use of particle flow code;
考虑颗粒破碎的砂土高应力一维压缩特性颗粒流模拟
2.
Rowe’s stress-dilatancy model modified for energy dissipation of particle breakage;
土颗粒破碎耗能对罗维剪胀模型的修正
3.
Constitutive model for coarse granular aggregates incorporating particle breakage
考虑颗粒破碎影响的粗粒土本构模型
5)  grain crushing
颗粒破碎
1.
Constitutive model for rockfill material considering grain crushing;
考虑颗粒破碎的堆石体本构模型
2.
For high concrete faced rockfill dam,the grain crushing is so large in high stress field which may increase the deformation rate of dam body that it should be considered in numerical calculation.
对于高面板堆石坝而言,在高应力场作用下堆石颗粒破碎明显,从而导致坝体变形率增加,因此在数值计算中必须考虑颗粒破碎的影响,传统的堆石体本构模型由于不能合理反映颗粒破碎的影响,导致计算变形与实测变形差别较大。
6)  grain breakage
颗粒破碎
1.
According to the tests,the cause of grain breakage due to wetting is explained;and the wetting deformation and grain breakage value ex.
颗粒破碎是引起粗粒料湿化变形的重要因素,有必要对其进行深入研究。
2.
In this paper,the grain breakage laws and mechanical properties are analyzed comprehensively,and the relationships among breakage,dilatancy and breakage strength component are discussed,with test results of Three Gorge weathered granite rocksoil,and Moriyoshiyama andesite and basalt of Japan.
堆石料的一个比较明显的特点是在力的作用下常发生颗粒破碎,本文通过三峡花岗岩风化石碴的三轴试验和平面应变试验,结合日本森吉山安山岩和玄武岩的三轴试验成果,综合分析了颗粒破碎规律及有关力学特性,分析了破碎与剪胀性及破碎强度分量的关系。
补充资料:颗粒
分子式:
CAS号:

性质:指小而圆的物质。最简单的颗粒形状是圆球。粒径在40~500μm范围内,气固密度差在1400~4000kg/m3之间的颗粒称粗颗粒(coarse particle);粒径在20~100μm范围内,气固密度差小于1400kg/m3的颗粒称细颗粒(fime particle);由许多个粒度间隔不大的粒级颗粒构成的颗粒系统称颗粒群(particle swarm)。

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