scholarly journals SPH SIMULATION OF RAILROAD BALLAST BED SLOPE COLLAPSE UNDER INUNDATION FLOW

Author(s):  
Hajime ONODA ◽  
Kimitoshi HAYANO
Author(s):  
Dmitry Korzinin ◽  
Dmitry Korzinin ◽  
Igor Leontiev ◽  
Igor Leontiev

Modelling study of the equilibrium profiles formed on sandy coasts of different bed slopes and grain sizes under the various wave conditions was realized by using the CROSS-P and Xbeach morphodynamic models. A special criterion taking into account a total volume of bed deformations per one hour was suggested to determine the conditions of profile stabilization. For both models the time scales of equilibrium profile formation were found to be the same. However, the deformation magnitudes differed significantly. Bed deformations were computed on the whole profile length over the 200-hours duration of wave impact. It was concluded that both models predict a trend of the bed slope toward a stable value. CROSS-P model shows the widening of accumulative terrace during the profile evolution. The mean slope of the equilibrium profile was found to depend on the initial bed slope.


2021 ◽  
Vol 11 (7) ◽  
pp. 2962
Author(s):  
Mohamadreza Afrasiabi ◽  
Christof Lüthi ◽  
Markus Bambach ◽  
Konrad Wegener

This paper presents an efficient mesoscale simulation of a Laser Powder Bed Fusion (LPBF) process using the Smoothed Particle Hydrodynamics (SPH) method. The efficiency lies in reducing the computational effort via spatial adaptivity, for which a dynamic particle refinement pattern with an optimized neighbor-search algorithm is used. The melt pool dynamics is modeled by resolving the thermal, mechanical, and material fields in a single laser track application. After validating the solver by two benchmark tests where analytical and experimental data are available, we simulate a single-track LPBF process by adopting SPH in multi resolutions. The LPBF simulation results show that the proposed adaptive refinement with and without an optimized neighbor-search approach saves almost 50% and 35% of the SPH calculation time, respectively. This achievement enables several opportunities for parametric studies and running high-resolution models with less computational effort.


Author(s):  
S. Huntley ◽  
T. Rendall ◽  
M. Longana ◽  
T. Pozegic ◽  
K. Potter ◽  
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2021 ◽  
pp. 104097
Author(s):  
Diana De Padova ◽  
Mouldi Ben Meftah ◽  
Michele Mossa ◽  
Stefano Sibilla

2019 ◽  
Vol 17 (04) ◽  
pp. 1850150 ◽  
Author(s):  
Yangjuan Bao ◽  
Yu Huang ◽  
G. R. Liu ◽  
Guangyu Wang

Landslides triggered by seismic loading pose a great threat to human lives, property, and infrastructure. This paper embeds a unified constitutive model in the smoothed particle hydrodynamics (SPH) method and analyzes the initiation process of landslides. A seismic wave is applied to bottom boundary particles by imposing velocities calculated using the seismic wave. The bottom boundary is set as a no-slip boundary and the free field boundary is chosen to reduce seismic wave reflection. The reliability of the developed SPH method is first validated by the simulation of a benchmark problem of thin plate oscillation and stability analysis of a homogenous slope. Initiation of the earthquake-induced Tangjiashan landslide is then simulated as a case study. Formation of a shear zone under the action of seismic loading is followed by the formation of a continuous slip surface at about 15[Formula: see text]s. The sliding surface formed in the SPH simulation agrees well with the speculative sliding surface based on field observations. The velocities of monitored points during the initiation process are also captured by the SPH method.


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