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隧道初期支护中的玻璃纤维锚杆的力学分析
引用本文:揭海荣. 隧道初期支护中的玻璃纤维锚杆的力学分析[J]. 山西建筑, 2010, 36(10): 315-316
作者姓名:揭海荣
作者单位:中铁二十四局集团福建铁路建设有限公司,福建厦门,361000
摘    要:运用有限元软件分别分析了传统的钢锚杆、玻璃纤维锚杆作为系统锚杆后的隧道初期支护的力学行为,得出了相关的力学参数,从而达到了两种不同锚杆进行力学对比的目的,并说明了玻璃纤维锚杆取代传统锚杆在力学上的可行性。

关 键 词:隧道工程  玻璃纤维锚杆  初期支护  数值模拟

The mechanical analysis of glass fiber anchor of tunnel initial support
JIE Hai-rong. The mechanical analysis of glass fiber anchor of tunnel initial support[J]. Shanxi Architecture, 2010, 36(10): 315-316
Authors:JIE Hai-rong
Affiliation:JIE Hai-rong
Abstract:The mechanical behavior of tunnel initial support after traditional steel anchor and glass fiber anchor as systemic anchor were analyzed respectively using finite element software,and the relative mechanical parameters were got,so as to reach the aim of mechanical comparison between the two different anchors,and show the feasibility in mechanics of glass fiber anchor replacing traditional anchor.
Keywords:tunnel engineering  glass fiber anchor  initial support  numerical simulation  
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