PLAXIS 2D Tutorial 15: Dynamic analysis of a generator on an elastic foundation


 

Application PLAXIS 2D
Version PLAXIS 2D CONNECT Edition V21.01
PLAXIS 2D 2024.1
PLAXIS 2D 2024.2
Date created 20 May 2017
Date modified 21 August 2024

Using PLAXIS, it is possible to simulate soil-structure interaction. Here the influence of a vibrating source on its surrounding soil is studied. Due to the three dimensional nature of the problem, an axisymmetric model is used. The physical damping due to the viscous effects is taken into consideration via the Rayleigh damping. Also, due to axisymmetry 'geometric damping' can be significant in attenuating the vibration. The modelling of the boundaries is one of the key points. In order to avoid spurious wave reflections at the model boundaries (which do not exist in reality), special conditions have to be applied in order to absorb waves reaching the boundaries.

 

This exercise requires a PLAXIS 2D Ultimate license to access the Dynamics features.

The attached *.log file contains all the commands to generate the model. With a Bentley Geotechnical SELECT Entitlement [GSE] licence, you can use the commands runner to open the *.log file and to execute all commands in one go, see also this instruction.

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