文献类型：期刊文献

英文题名：Laboratory investigation of the effect of the rotational speed on the coefficient of restitution

作者：Ji, Zhong-Min[1];Hu, Sheng-Ming[2,3];Chen, Zhi-Jian[4];Niu, Qing-He[5];Wang, Ting-Hui[6];Wu, Fa-Quan[7]

机构：[1]Zhengzhou Univ Technol, Sch Civil Engn, Zhengzhou 450044, Peoples R China;[2]Nanchang Inst Technol, Natl & Prov Joint Engn Lab Hydraul Engn Safety &, Nanchang 330099, Jiangxi, Peoples R China;[3]Jiangxi Acad Water Sci & Engn, Jiangxi Res Ctr Hydraul Struct, Nanchang 330029, Jiangxi, Peoples R China;[4]Hohai Univ, Sch Earth Sci & Engn, Nanjing 211100, Jiangsu, Peoples R China;[5]Hebei Technol & Innovat Ctr Safe & Efficient Min, Shijiazhuang 050043, Hebei, Peoples R China;[6]Henan Polytech Univ, Sch Civil Engn, Jiaozuo 454000, Henan, Peoples R China;[7]Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Peoples R China

年份：2021

卷号：292

外文期刊名：ENGINEERING GEOLOGY

收录：SCI-EXPANDED(收录号：WOS:000692696200001)、、EI(收录号：20212710591273)、Scopus(收录号：2-s2.0-85109000547)、WOS

基金：This work was financially supported by the Jiangxi Provincial Key Scientific Research Plan (No. 20203BBGL73220); Research Foundation of Education Bureau of Jiangxi Province, China (No. GJJ201904); Water Science and Technology Fund of Jiangxi Province in China (No. 202124ZDKT15).

语种：英文

外文关键词：Rockfall; Coefficient of restitution; Rotational speed; Impact posture coefficient; Influence mechanism

外文摘要：In the process of impact-rebound, rockfalls with an initial rotational speed (RS) often undergo a violent transformation between rotational energy and translational energy, which may affect the coefficient of restitution (COR). However, owing to the complexity of experimental simulations and the influence mechanism, this issue is often neglected during research. Therefore, in this study, four representative blocks (ellipsoid, cylinder, cone with a spherical base, and disc) were selected, and impact tests of each block rotating around different axes with various RSs were conducted using a specially developed device. Based on the impact dynamics theory, the RS has no significant effect on the tangential COR (R-t), while it may exhibit a positive correlation with the R-t when the size of the block size is large enough. When the block rotates around the X-axis (approximately normal impact), there is no obvious relationship between the RS and the normal COR (R-n). Conversely, when the block rotates around the Y-axis (often non-normal impact), the RS influences the R-n, but it is difficult to determine in what manner and to what extent. Thus, to clarify the influence mechanism of RS on the R-n, for non-normal impacts, a comprehensive variable, the impact posture coefficient (IPC), which comprehensively considers the RS, block shape, and impact posture, was introduced, and the impact-rebound characteristics of the blocks were classified and discussed. Under the condition of bouncing after only one impact, the IPC and R-n, values exhibited a positive linear correlation when the block mass centre (C) is behind the contact point (CP), whereas the opposite behaviour was observed when the C is in front of the CP. Meanwhile, under the condition of bouncing after two impacts, the R-n and IPC values had a positive linear correlation. These findings explain the influence mechanism of RS on the COR and provide a new idea for the accurate prediction of the impact-rebound processes of rotating irregular rockfalls.