FENG Yong, YUAN Ziran, ZHANG Panpan, XIE Feiya, LI Xiaoyi, LI Meng
(School of Civil Engineering, Henan University of Technology, Zhengzhou 450000, China)
Abstract:Based on an engineering example, PFC discrete element simulation was applied to realize arch formation by changing parameters. The formation and propagation rules of overpressure and elastic wave of silo wall were systematically analyzed when silo grain was discharged into arch. The results indicate that the warehouse wall appears overpressure when the grain is discharged into an arch, due to the reduction of particle discharge velocity. As the height of silo increases, the side pressure of silo wall decreases when grain is discharged into arch, the increment of overpressure decreases, and the overpressure coefficient increases at each depth The overpressure wave peaks appear successively with the increase of height, indicating that the overpressure starts from the arch foot and spreads upward in the form of waves on the wall of the warehouse. Through the analysis of the simulation results, it is found that the time interval of the fluctuation is even at all depths of the silo. The formation mechanism of overpressure of warehouse wall under arch-forming condition is revealed.
Keywords:grain arched; overpressure on silo wall; elastic overpressure fluctuation; PFC discrete element simulation.
文章编号:1008-5548(2018)06-0067-08
DOI:10.13732/j.issn.1008-5548.2018.06.012
收稿日期:2018-05-06, 修回日期:2018-07-27,在线出版时间:2018-12-17。
基金项目:国家自然科学基金青年科学基金项目,编号:51708182。河南省教育厅基础研究项目,编号:16B560002。
第一作者简介:冯永(1984—),男,博士,副教授,硕士生导师,主要从事岩土工程方面的相关研究。E-mail :51433719@qq.com。
通信作者简介:原子然(1995—),女,硕士研究生,研究方向为岩土工程、粮仓建筑。E-mail :963409581@qq.com。