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盘式锚杆微观锚固机理数值模拟分析
引用本文:辛方超,孙世国,关 宇.盘式锚杆微观锚固机理数值模拟分析[J].有色金属(矿山部分),2013,65(1):80-82,100.
作者姓名:辛方超  孙世国  关 宇
作者单位:北方工业大学建筑工程学院,北京,100144
基金项目:国家自然科学基金项目( 41172250)
摘    要:盘式锚杆通过锚盘在土体中发挥作用,很大程度上提高了锚杆的极限拉拔力,表明盘式锚杆在微观锚固机理上有其自身的特殊性。通过MIDAS-GTS数值模拟软件进行建模,分析普通锚杆和盘式锚杆的微观锚固机理,总结出盘式锚杆的特点和优势,更好地指导盘式锚杆在工程实践中的应用。

关 键 词:盘式锚杆  微观机理  数值模拟  极限拉拔力

Numerical simulation on microscopic anchoring mechanism of disc bolts
Authors:XIN Fangchao  SUN Shiguo and GUAN Yu
Affiliation:College of Architectural Engineering, North China University of Technology, Beijing 100144, China;College of Architectural Engineering, North China University of Technology, Beijing 100144, China;College of Architectural Engineering, North China University of Technology, Beijing 100144, China
Abstract:Disc bolts play an anchoring role and improve the ultimate drawing force greatly through the anchor disc used in the soil. This phenomenon shows that disc bolts have its particularity in microscopic anchoring mechanism. This paper makes models and analyses microscopic anchoring mechanism on conventional anchor bolts and disc bolts by numerical simulation software MIDAS-GTS, then sums up the characteristics and advantages of disc bolts, the purpose is to make the application of disc bolts better in engineering practice.
Keywords:disc bolts  microscopic mechanism  numerical simulation  ultimate drawing force
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