To calculate the multi-tool milling resistance of asphalt pavement milling machine and transform any instantaneous milling process of rotating single tool into a uniform-thickness translation cutting with the tangential velocity of tool nose
a calculation model of single-tool milling resistance is established based on shear failure. Multi-tool milling resistance is the vector sum of each tool's milling resistance at any given time
and the numerical calculation method of the tangential component force of multi-tool milling resistance is obtained. The calculation formula for single-tool milling resistance is modified with the sectional area of milling contact as the independent variable. The theoretical value and measured data of an experimental prototype milling machine are comp
ared
and the results show that their linear correlation coefficient R
2
is 0.9. The calculation formula for tangential component force of multi-tool milling resistance is modified based on the measured data
and the error source is analyzed. The calculation model may provide a reference for calculation of single- and multi-tool cutting resistances.
GU Hai-rong, JIAO Sheng-jie, XIAO Chong-yu, et al. Analysis and test on asphalt milling machine cutting load characteristic [J]. China Journal of Highway Transport, 2012, 25(3): 154-158.
TIAN Jin-yue, XIANG Hua-rong. Analysis on parameter influence laws and milling resistances of pavement miller [J]. Journal of Jiangsu University(Natural Science Edition), 2004, 25(5): 380-384.
吕聪正. 路面铣刨机铣刨系统分析与优化设计 [D]. 西安: 长安大学, 2014.
DAVE E V, BEHNIA B, AHMED S, et al. Low temperature fracture evaluation of asphalt mixtures using mechanical testing and acoustic emissions techniques [J]. Journal of the Association of Asphalt Paving Technologists, 2011, 80(4): 193-226.
HAKIMZADEH S, BUTTLAR W, SANTARROMANA R. Shear- and tension-type tests to evaluate bonding of hot-mix asphalt layers with different tack coat application rates [J]. Journal of the Transportation Research Board, 2012, 10(2295): 54-62.
TOZZO C, D'ANDREA A, COZZANI D, et al. Fatigue Investigation of the interface shear performance in asphalt pavement [J]. Modern Applied Science, 2014, 8(2): 1-11.
GAO Xiang-bin, ZHAO Wei-min, HU Chang-sheng, et al. Theoretical and test analysis of point attach bit [J]. Journal of Harbin Institute of Technology, 2003, 35(6): 755-760.
DOGRUOZ C, BOLUKBASI N, ROSTAMI J, et al. An experimental study of cutting performances of worn picks [J]. Rock Mechanics and Rock Engineering, 2016, 49(1): 213-224.
CHEREPANOV G P. Theory of rock cutting [J]. Strength of Materials, 1986, 18(8): 1103-1114.
SU O, AKCIN N A. Numerical simulation of rock cutting using the discrete element method [J]. International Journal of Rock Mechanics Mining Sciences, 2011, 48(3): 434-442.
NISHIMATSU Y. The mechanics of rock cutting [J]. International Journal of Rock Mechanics Mining Science Geomechanics Abstracts, 1972, 9(2): 261-270.
LÜ Cong-zheng, FENG Zhong-xu, LI Yao, et al. Study on running resistance characteristics of asphalt milling machine [J]. Journal of Shandong Jiaotong University, 2013, 21(2): 74-76.