This training supplies the tools needed to describe and apply the workflow for dynamic analysis in FLAC3D, demonstrating a comprehensive understanding of each step involved, including model setup, boundary conditions, input signal application, and damping, to effectively analyze dynamic behavior in geotechnical simulations.
Material subjected to relatively high loads (consolidation) may experience plastic deformation, resulting in increased contact area and increased cohesive behaviour. History dependent elasto-plastic-adhesive contact models can be used in DEM to simulate this behaviour. One such model is the Edinburgh-Elasto-Plastic-Adhesive (EEPA) contact model proposed by Morrissey (2013).
A linear and a non-linear version of the EEPA contact model are implemented for PFC version 6.0. These versions contain several slight differences with regard to the original model proposed by Morrissey (2013), as discussed in the User Guide. These models have been tested in PFC3D version 6.00.27, and not tested with PFC2D.
UDM Version: 1 Release Date: 2021年1月29日
Category: Soil