Dam-Reservoir Sloshing Analysis with Fluid Elements

Create a 2D dam-reservoir model with sloshing fluid elements, define FSI and free-surface boundaries, and evaluate hydrodynamic pressure under seismic loading.

Overview

This tutorial guides you through modeling the seismic sloshing behavior of a dam-reservoir system in MIDAS GTS NX / MIDAS FEA NX. You will create a two-dimensional model consisting of the concrete dam, rock foundation, and reservoir water using plane-strain and sloshing fluid elements. You will define free-surface and fluid-structure interaction boundaries, generate the finite-element mesh, and apply El Centro ground acceleration. Finally, you will perform nonlinear time history analysis and examine the hydrodynamic pressure generated along the dam-reservoir interface. By completing this quest, you will learn how to: - Create a 2D dam, foundation, and reservoir model - Define elastic solid and sloshing fluid materials - Generate plane-strain and sloshing fluid meshes - Configure free-surface and FSI boundary properties - Apply sloshing constraints and foundation boundaries - Define seismic ground acceleration using an earthquake record - Perform nonlinear time-history analysis and review fluid pressure Note: This quest could be finished using either MIDAS GTS NX or MIDAS FEA NX.

資料

要求事項

  • Submit the model file generated based on the attached tutorial
  • Submit a document with screenshots for deformation & stresses

認證技能

Interface ModelingNonlinear Time History

證書預覽

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Interface ModelingNonlinear Time History
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