›› 2016, Vol. 37 ›› Issue (S1): 616-624.doi: 10.16285/j.rsm.2016.S1.081

• Numerical Analysis • Previous Articles     Next Articles

Finite element simulation and application of asphalt-coating bolts for rock-anchored beams in underground powerhouse

LI Dong-dong1, 2, XIAO Ming1, 2, CHEN Jun-tao1, 2, ZHAO Jian1, 2   

  1. 1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, Hubei 430072, China; 2. Key Laboratory of Rock and Soil Mechanics in Hydraulic Structural Engineering of Minstry of Education, Wuhan University, Wuhan, Hubei 430072, China
  • Received:2015-11-10 Online:2016-06-16 Published:2018-06-09
  • Supported by:
    This work was supported by National Basic Research Program of China(973 Program)(2015CB057904) and the National Natural Science Foundation of China (5157919).

Abstract: Based on AutoCAD and OpenGL visual finite element modeling, a method is proposed for generating asphalt element in underground powerhouse finite element model through rewriting the model file with Fortran, which can significantly reduce the number of model elements and nodes and greatly boost the modeling and computational efficiency. Implicit lever element and column element are introduced to simulate asphalt-wrapped bolt and general bolt respectively and their stiffness matrixes and iterative calculation formulas are derived. This model is applied in the finite element analysis of asphalt-coating bolts for the rock-anchored beams of an underground powerhouse. The results show that adoption of this technology reduces the surrounding rock damage zone of rock wall, increases the stresses of deep bolts inside the surrounding rock and thus can improve the mechanical characteristics of rock mass in the vicinity of anchors and increase the overall safety of the surrounding rock and crane beam, which is also in line with the engineering practice. The calculation and mesh generation method in this paper are simple and easy to be implemented and it may be expected their application in the finite element analysis of similar projects.

Key words: finite elements, rock-anchored beam, asphalt, anchor bolt, grid meshing

CLC Number: 

  • TU 452
[1] GAO Jun, DANG Fa-ning, MA Zong-yuan. Reduction measure research for reduction of high stress level of ultra-high asphalt concrete core [J]. Rock and Soil Mechanics, 2020, 41(5): 1730-1739.
[2] LU Wei, ZHAO Dong, LI Dong-bo, MAO Xiao-fei. Analytical method for dynamic response of fully grouted anchorage system of rammed earth sites [J]. Rock and Soil Mechanics, 2020, 41(4): 1377-1387.
[3] WANG Qing-zhi, FANG Jian-hong, CHAO Gang. Analysis of cooling effect of block-stone expressway embankment in warm temperature permafrost region [J]. Rock and Soil Mechanics, 2020, 41(1): 305-314.
[4] GAO Jun, DANG Fa-ning, LI Hai-bin, YANG Chao, REN Jie, . Simplified analytical force analysis model of asphalt concrete core [J]. Rock and Soil Mechanics, 2019, 40(3): 971-977.
[5] LIU Qing-bin, PAN Mao, LIU Jie, GUO Yan-jun, ZHANG Xiao-shuang, YAO Jian-peng, LI Fang-yu, . Paraview visualization and virtual reality of output of finite element analysis in Abaqus [J]. Rock and Soil Mechanics, 2019, 40(12): 4916-4924.
[6] WANG Zhong-jin, FANG Peng-fei, XIE Xin-yu, WANG Kui-hua, WANG Wen-jun, LI Jin-zhu, . Analysis of effected factors for vertical compressive bearing capacity of ribbed bamboo joint pile [J]. Rock and Soil Mechanics, 2018, 39(S2): 381-388.
[7] ZHENG An-xing, LUO Xian-qi,. An extended finite element method for modeling hydraulic fracturing in perilous rock [J]. , 2018, 39(9): 3461-3468.
[8] XIONG Hao, QIU Zhan-hong, WANG Xiao-gang . Directional interpolation infinite elements for elastic medium [J]. Rock and Soil Mechanics, 2018, 39(12): 4659-4664.
[9] WU Meng-xi, YU Ting, ZHANG Qi,. Finite element simulation of influence of deep overburden suffusion on dam stress and deformation [J]. , 2017, 38(7): 2087-2095.
[10] XIAO Yong-jie, CHEN Fu-quan, LIN Liang-qing. Study of ground vibration and vibration isolation due to sleeve of cast-in-place piles installed by vibratory driving [J]. , 2017, 38(3): 705-713.
[11] LIU Hong-jun, ZHANG Hao, LI Hong-jiang, YIN Yan-jing,. Finite element analysis of horizontal bearing capacity of umbrella suction anchor foundation in soft clay [J]. , 2017, 38(11): 3325-3331.
[12] YE Zu-yang, JIANG Qing-hui, LIU Yan-zhang, CHENG Ai-ping, . Numerical analysis of unsaturated seepage flow in discrete fracture networks of rock [J]. , 2017, 38(11): 3332-3340.
[13] ZHAO Ming-hua, LU Xing-ming, ZHANG Rui. Upper bound finite element method for ultimate bearing capacity and failure mechanism of subgrade above void [J]. , 2017, 38(1): 229-236.
[14] ZHAO Ming , HUANG Kan , LIN Jia , ZHANG Peng , ZHAO Jian , CHEN Lei , GE Yong-yong,. Optimization research on weak rock control in coal roadway of large mining height [J]. , 2016, 37(S2): 589-596.
[15] SONG Zi-heng, YANG Qiang, LIU Yao-ru. Elastoplastic model for geomaterial considering effect of pore water pressure and its finite elements implementation [J]. , 2016, 37(S1): 500-508.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!