کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6782415 1432268 2018 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
A numerical study of rock scratch tests using the particle-based numerical manifold method
ترجمه فارسی عنوان
یک مطالعه عددی از آزمون های خراش سنگی با استفاده از روش منیفولد عددی مبتنی بر ذرات
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
A better understanding of the rock-tool interaction is necessary to improve the cutting efficiency. In this paper, we present a numerical study of rock scratching using a newly developed particle-based numerical manifold method (PNMM). The scratching processes with different cutting depths are first simulated, where the failure pattern and cutting force are discussed. The transition of brittle-ductile failure with an increased cutting depth is reproduced. It is validated that when the cutting depth is intermediate, rock scratching presents a transitional mode between ductile and brittle failure. Then, a parametric study is performed by a series of numerical simulations. The effect of cutter operational parameters on the cutting force and energy consumed by the cutter are studied. Three operational parameters of the cutter are considered in this study, including the cutting depth, cutting speed, and cutter rake angle. An estimation of the transitional cutting depth range is given by the result of the mechanical specific energy of the cutter. Besides, some advice is provided to improve the efficiency of rock cutting in engineering practice.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Tunnelling and Underground Space Technology - Volume 78, August 2018, Pages 106-114
نویسندگان
, , , ,