Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions
Contact breakage of particles makes a large difference in the strength of coarse-grained soils, and exploring the characteristics within the process of the breakage is of great significance. Ignoring the influence of particle shape, the micromechanism of two spherical particles breaking under normal...
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doaj-64d6171090a547d3a133244a01310f792021-04-29T23:00:57ZengMDPI AGApplied Sciences2076-34172021-04-01114039403910.3390/app11094039Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact ConditionsYiran Niu0Lin Li1Yanwei Zhang2Shicai Yu3Jian Zhou4Department of Geotechnical Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai 200092, ChinaCSC Dongfu Assets Management Co., Ltd., Shanghai 200135, ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai 200092, ChinaContact breakage of particles makes a large difference in the strength of coarse-grained soils, and exploring the characteristics within the process of the breakage is of great significance. Ignoring the influence of particle shape, the micromechanism of two spherical particles breaking under normal–tangential contact conditions was investigated theoretically and experimentally. Through theoretical analysis, the breakage form, the shape and size of the conical core, and the relationship between the normal and tangential forces at crushing were predicted. Particle contact tests of two gypsum spheres were carried out, in which the breakage forms, features of the conical cores and the normal and tangential forces at crushing were recorded for comparison with the predicted values. The test results and the theoretical predictions showed good agreement. Both the analysis and test demonstrate that the presence of tangential forces causes the conical core to assume the shape of an oblique cone, and the breakage form to change. Moreover, with increasing normal contact force, the tangential force needed for crushing increases gradually first and then decreases suddenly.https://www.mdpi.com/2076-3417/11/9/4039particle contact testcoarse-grained soilnormal–tangential contactconical core |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Yiran Niu Lin Li Yanwei Zhang Shicai Yu Jian Zhou |
spellingShingle |
Yiran Niu Lin Li Yanwei Zhang Shicai Yu Jian Zhou Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions Applied Sciences particle contact test coarse-grained soil normal–tangential contact conical core |
author_facet |
Yiran Niu Lin Li Yanwei Zhang Shicai Yu Jian Zhou |
author_sort |
Yiran Niu |
title |
Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions |
title_short |
Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions |
title_full |
Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions |
title_fullStr |
Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions |
title_full_unstemmed |
Micromechanism of the Breakage of Two Spherical Gypsum Particles under Normal–Tangential Contact Conditions |
title_sort |
micromechanism of the breakage of two spherical gypsum particles under normal–tangential contact conditions |
publisher |
MDPI AG |
series |
Applied Sciences |
issn |
2076-3417 |
publishDate |
2021-04-01 |
description |
Contact breakage of particles makes a large difference in the strength of coarse-grained soils, and exploring the characteristics within the process of the breakage is of great significance. Ignoring the influence of particle shape, the micromechanism of two spherical particles breaking under normal–tangential contact conditions was investigated theoretically and experimentally. Through theoretical analysis, the breakage form, the shape and size of the conical core, and the relationship between the normal and tangential forces at crushing were predicted. Particle contact tests of two gypsum spheres were carried out, in which the breakage forms, features of the conical cores and the normal and tangential forces at crushing were recorded for comparison with the predicted values. The test results and the theoretical predictions showed good agreement. Both the analysis and test demonstrate that the presence of tangential forces causes the conical core to assume the shape of an oblique cone, and the breakage form to change. Moreover, with increasing normal contact force, the tangential force needed for crushing increases gradually first and then decreases suddenly. |
topic |
particle contact test coarse-grained soil normal–tangential contact conical core |
url |
https://www.mdpi.com/2076-3417/11/9/4039 |
work_keys_str_mv |
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1721500318844321792 |