A novel prediction method for peak cutting force of curved picks considering lithological tolerances

被引:0
|
作者
Duan, Mingyu [1 ]
Shao, Lefei [1 ]
Huang, Yizhe [1 ,2 ]
Huang, Qibai [1 ]
Liu, Jiaqi [1 ]
Zhang, Zhifu [3 ]
机构
[1] Huazhong Univ Sci & Technol, State Key Lab Digital Mfg Equipment & Technol, Wuhan 430074, Peoples R China
[2] Hubei Univ Technol, Sch Mech Engn, Wuhan 430068, Peoples R China
[3] Hainan Univ, Sch Mech & Elect Engn, Haikou 570228, Peoples R China
来源
SCIENTIFIC REPORTS | 2024年 / 14卷 / 01期
关键词
3D pick-rock contact calculation method; The rock damage constitutive model; PCF correction method; The damage intensity index; Predictive capability; DAMAGE CONSTITUTIVE MODEL; ENERGY EVOLUTION; ROCK; PERFORMANCE;
D O I
10.1038/s41598-024-69569-z
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This study presents a 3D pick-rock contact calculation method for conical picks, aiming to develop a predictive method with high accuracy and lithological tolerance for peak cutting force (PCF). The method is based on the projection profile method and D. L. Sikarskie stress distribution function. By integrating Griffith's theory with rock damage constitutive model, the energy relationship between the rock fracturing process and crack propagation process is analyzed. Furthermore, in order to accurately correct the PCF, the energy correction function (C-Kf) is proposed to calculate the damage intensity index (Ke), which accounts for the relationship between rock brittleness and rock damage elastic-plastic energy. To validate the method, it is compared with full-scale cutting tests and three existing models, and statistical analysis confirms its high lithological tolerance and accuracy, the present model has the highest R2 of 0.90404, which is at least 12.5% higher relative to the mainstream models. Moreover, incorporating Ke into the method further enhances its predictive capability.
引用
收藏
页数:19
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