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Task 4: DEM Modeling of Soil-Pile System Status Report. Claudia Medina Mourad Zeghal RPI, February 15, 2005. Objective. DEM modeling of soil-pile system Coupled Soil-Pile model Flexible (Elastic) Pile . Soil-Pile System. Soil-Pile Model. Soil: Discrete Element Method (DEM)
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Task 4: DEM Modeling of Soil-Pile SystemStatus Report Claudia Medina Mourad Zeghal RPI, February 15, 2005
Objective • DEM modeling of soil-pile system • Coupled Soil-Pile model • Flexible (Elastic) Pile
Soil-Pile Model • Soil: Discrete Element Method (DEM) • Pile: FEM (Bernoulli-Euler beam theory) • Algorithm: DEM for particles Forces acting on particles Displacement for particles FEM for pile Displacement for pile Force acting on the pile
Bernoulli-Euler beam theory • Beam finite elements • 2 end nodes and 4 DOF • Neglects transverse shear deformations
K1 K2 K3 [KG]= Kn Global Equation Assembly procedure for the beam with n elements
DEM Simulation t = 0
DEM Simulation t = 0.05 sec
DEM Simulation t = 0.10 sec
DEM Simulation t = 0.15 sec
DEM Simulation t = 0.20 sec
DEM Simulation t = 0.25 sec
DEM Simulation t = 0.30 sec
DEM Simulation t = 0.35 sec
DEM Simulation t = 0.40 sec
DEM Simulation t = 0.45 sec
DEM Simulation t = 0.50 sec