Coupled FEM/DEM modeling for the pull-out failure of corroded rockbolt-Reference-Cited by-同舟云学术

Coupled FEM/DEM modeling for the pull-out failure of corroded rockbolt

Published:2023-11-01 Issue: Volume: Page:
ISSN:2196-4378
Container-title:Computational Particle Mechanics
language:en
Short-container-title:Comp. Part. Mech.

Author:

Zhihong Dong,Xu Wu,Xun Xi,Jun Li,Wang Peitao,Li Peng,Jiliang Pan

Funder

Fundamental Research Funds for the Central Universities

the National Natural Science Foundation of Chin

Fundamental Research Funds for the Central Universities of Beijing University of Chemical Technology

the Fundamental Research Funds for the Central Universities and the Youth Teacher International Exchange and Growth Program

Publisher

Springer Science and Business Media LLC

Subject

Computational Mathematics,Fluid Flow and Transfer Processes,Modeling and Simulation,Numerical Analysis,Civil and Structural Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s40571-023-00680-0.pdf

Reference44 articles.

1. Li Y, Li C, Zhang L, Zhu W, Li S, Liu J (2017) An experimental investigation on mechanical property and anchorage effect of bolted jointed rock mass. Geosci J 21:253–265. https://doi.org/10.1007/s12303-016-0043-8

2. Jin-feng Z, Peng-hao Z (2019) Analytical model of fully grouted bolts in pull-out tests and in situ rock masses. Int J Rock Mech Min Sci 113:278–294. https://doi.org/10.1016/j.ijrmms.2018.11.015

3. Kang H, Wu Y, Gao F, Jiang P, Cheng P, Meng X, Li Z (2016) Mechanical performances and stress states of rock bolts under varying loading conditions. Tunnel Undergr Space Technol 52:138–146. https://doi.org/10.1016/j.tust.2015.12.005

4. Wu S, Chen H, Craig P, Ramandi HL, Timms W, Hagan PC, Crosky A, Hebblewhite B, Saydam S (2018) An experimental framework for simulating stress corrosion cracking in cable bolts. Tunnel Undergr Space Technol 76:121–132. https://doi.org/10.1016/j.tust.2018.03.004

5. Kang H, Li J, Yang J, Gao F (2016) Investigation on the influence of abutment pressure on the stability of rock bolt reinforced roof strata through physical and numerical modeling. Rock Mech Rock Eng 50:387–401. https://doi.org/10.1007/s00603-016-1114-x