Monday, January 2, 2023

Deflection of an Elastic Dam Under Water Pressure

In this model, you will learn how to simulate to investigate the response of fluid under gravity loading passing through a flexible dam gate. The coupled Eulerian-Lagrangian (CEL) analysis technique is used to account for the interaction between the fluid and the dam.

In the initial configuration of the model, water is located in a rectangular reservoir. The floor and right side of the reservoir are fixed. On the left side the water is contained by an elastic dam wall; the top half of the dam is fixed, but the bottom half is unconstrained. Under a gravity load the water pushes against the dam, deflects the bottom portion of the dam, and flows freely out of the reservoir.


Price: $10

Attention:

  • Please note that this Cae file cannot open in versions lower than Abaqus 6.14.4. 
  • After receiving payment, the delivery process will start, and all related files will be sent through email.
  • For any help regarding orders, please feel free to contact shwenwe13@gmail.com. Thanks for your support.