摘要
利用Abaqus有限元软件,对膨胀头锚杆进行数值模拟,通过改变膨胀头锚杆的长度、直径和埋置深度等锚固参数,对比分析了不同锚杆锚固参数对膨胀头锚杆极限抗拔承载力的影响。通过模拟分析,确定了膨胀头锚杆抗拔力影响最有效的锚固参数。本研究可为今后膨胀头锚杆的设计提供可靠的依据,同时也为施工提供相关的经验,确保工程后期的安全性。
The paper use Abaqus finite element software to simulate the anchor with expansion head, through changing the anchorage parameters as length, diameter and buried depth etc. of expansion head of the bolt, analyzes the influence of these different parameters on the ultimate uplift capacity of the anchor. Through analysis, the most effective parameters of the anchor with expansion head are determined. This study can provide a reliable basis for the design of the anchor with expansion head in the future, provide relevant experience for the construction, and ensure the safety of the laterperiod of the project.
作者
赵俭斌
陆法潭
席丙山
程鹏
ZHAO Jian-bin;LU Fa-tan;XI Bing-shan;CHENG Peng(Shenyang Jianzhu University,Shenyang,Shenyang 110168,China;Shen Kan Engineering& Technology Corporation,Mcc,Shenyang 110016,China;Cscec Third Bureau High-end Management Co.Ltd.,Beij ing 100013,China;China Energy Engineering Group Liaoning Electric Power Survey &Design Insitute Co.Ltd.,Shenyang 110179,China)
出处
《工程建设与设计》
2018年第17期70-71,74,共3页
Construction & Design for Engineering
基金
辽宁省科学技术基金项目(2015020644)
关键词
岩石膨胀头锚杆
锚固参数
数值模拟
有限元
rock bolt with expansion head
anchorage parameters
numerical simulation
finite element