Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil

2015 ◽  
Vol 20 (6) ◽  
pp. 2270-2279 ◽  
Author(s):  
Feng Yang ◽  
Jian Zhang ◽  
Lianheng Zhao ◽  
Junsheng Yang
2012 ◽  
Vol 446-449 ◽  
pp. 247-250
Author(s):  
Lu Yang Shan ◽  
Yi Shan

A composite FRP volleyball upright structure is analyzed by finite element (FE) method. A static analysis is performed using commercial finite element software ANSYS. Deformation and stress distributions under regular and upper bound force (i.e., to include dynamic/impact effect) are provided. An elastic eigenvalue analysis is carried out as well to predict the buckling load and modes.


2016 ◽  
Vol 12 (2) ◽  
pp. 254-274 ◽  
Author(s):  
Amir Asgharzadeh ◽  
Siamak Serajzadeh

Purpose – The purpose of this paper is to develop a mathematical solution to estimate the deformation pattern and required power in cold plate rolling using coupled stream function method and upper bound theorem. Design/methodology/approach – In the first place, an admissible velocity field and the geometry of deformation zone are derived from a new stream function. Then, the optimum velocity field is obtained by minimizing the corresponding power function. Also, to calculate the adiabatic heating during high speed rolling operations, a two-dimensional conduction-convection problem is sequentially coupled with the mechanical model. To verify the predictions, rolling experiments on aluminum plates are conducted and also, a finite element analysis is performed by Abaqus/Explicit. The predicted deformation zone is then compared with the experimentally measured region as well as with the results of the finite element analysis. Findings – The results show that the predicted deformation zone and the temperature distribution fit reasonably with the experimental data while much lower computational cost needs comparing to the fully finite element analysis. Originality/value – A new stream function is proposed to properly describe the velocity field and deformation pattern during plate rolling considering the neutral point. Furthermore, the employed algorithm can be simply coupled with the thermal finite element analysis.


2011 ◽  
Vol 90-93 ◽  
pp. 2401-2407
Author(s):  
Yan Ning Liu ◽  
Jun Fu Lu

This paper presents the solution on the soft soil layer’s collapse of Xin Kailing Tunnel in China based on the analysis on its causes. The effect of the solution is evaluated by site survey and finite element analysis. The results show that the geological factor mainly leads to collapse; the crucial factor of preventing the collapse from happening is to give a better description of the tunnel face, to analyze and predict conditions of wall rocks which are in front of the tunnel face in time and to evaluate precisely whether the wall rocks and supporting system are strong enough or not; effective ways to solve the collapse problem is to strengthen supporting system of the being influenced parts in the tunnel, to seal wall rocks in collapsed possibly part as well as to add supporting system in time; the minimum safety factor of the solution in this project is about 3.1 which meets official standards of the tunnel construction; the solutions on the soft soil layer’s collapse of Xin Kailing Tunnel is effective, safe and reliable.


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