• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
肖明. 地下洞室隐式锚杆柱单元的三维弹塑性有限元分析[J]. 岩土工程学报, 1992, 14(5): 19-26.
引用本文: 肖明. 地下洞室隐式锚杆柱单元的三维弹塑性有限元分析[J]. 岩土工程学报, 1992, 14(5): 19-26.
Xiao Ming. 3-D Elastoplastic FEM Analysis of Implicit Cylindric Anchor Bar Element for Underground Opening[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(5): 19-26.
Citation: Xiao Ming. 3-D Elastoplastic FEM Analysis of Implicit Cylindric Anchor Bar Element for Underground Opening[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(5): 19-26.

地下洞室隐式锚杆柱单元的三维弹塑性有限元分析

3-D Elastoplastic FEM Analysis of Implicit Cylindric Anchor Bar Element for Underground Opening

  • 摘要: 本义根据地下洞室锚杆与围岩固结联合作用机理,提出了一种锚杆与其周围固结岩体组合形成的隐式锚杆柱单元。因为该单元隐埋在岩体有限单元中,因此有限元网络划分不受锚杆布置的影响,便于不同布锚方式的研究计算,大大加快了锚杆有限元计算的速度。对某地下工程实例的分析,证明这种计算模式充分反映了锚杆支护对于围岩稳定的支护效应。

     

    Abstract: According to the principle of anchor supporting a mechanical model of implicit cylindric anchor bar element is presented. This cylindric element is composed of anchor bar and solidified surrounding rock. Hiding in surrounding rock, the implicit cylindric anchor bar element can be arranged arbitrarily after rock elements are divided. Therefore, it not only can be conveniently applied to analyse various scheme of anchor supporting without changing the network of rock elements, but also can effectively accelerate the computation rate. By analysing for engineering examples, we find that the calculating model reflect sufficiently the effect of anchor supporting for.underground opening.

     

/

返回文章
返回