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March 11, 2024 at 5:44 amking79Subscriber
Hi,
What is the best way to connect a beam element to a solid element in LS-prepost so that moments, shears and rotations are transfered at the interface? I am modelling a concrete pier that is connected to a concrete footing. The dynamic analysis is intended to remain within the linear elastic regime. I have modeled the pier with beam elements and the footing with brick (solid) elements. The pier is located at the center of the footing where there is no node at the top of the footing for direct connection, due to the mesh size and layout. I have tried using Constrained_Nodal_Rigid_Body to connect all the nodes at the top of the footing to the node at the bottom of the pier. The results obtained were not realistic, thus, I am wondering if there is another way to make this connection in LS-prepost.
Thanks
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March 11, 2024 at 12:08 pmErik KostsonAnsys Employee
Hi
Instead of the RBE2 type of connection you are using now, try the RBE3 type of conenction to connect beams to solids.
RBE3 in LS-Dyna is: *CONSTRAINED_INTERPOLATION
and is suitable as it says below for the connection you are trying.
https://www.dynalook.com/conferences/15th-international-ls-dyna-conference/nvh/ls-dyna2019s-linear-solver-development-2014-phase1-element-validation-part-ii
All the best
Erik
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March 25, 2024 at 3:09 amking79Subscriber
HI,
I have tried using *Constrained_Interpolation to model the connection of the beam element to the solid element but did not obtain realist results. Perhaps if I describe my FEM model, you may be able to assist me. I am evaluating the soil-structural interaction between an embeded concrete pile and the surrounding the soil medium. The concrete pile and surrounding soil medium have been modeled using soild elements. Both parts have been meshed such that thier nodes at the contact interface are merged. The top of the pile is flused with the top of the surround soil per the figure below. A beam element representing a cantilever superstructure is connected to the top of concrete pile using *Constrained_Nodal_Rigid_Body. A lumped mass is attached to the cantilever end of the beam and a time varying force is also appiled at the cantilever end. The issue that I am attempting to resolve is that Ls Dyna seems to capture the relative lateral displacemen of the cantilever end of the beam element but significantly underestimates the displacement of the pile head. I think this is a modeling issue because Ls Dyna does an excellent job estimating the displacment of the pile head when the load is directly placed on the pile head. However, in this case, a resultant force from the beam element is being transfered to the top of the pile. I have double checked the units, boundary conditions as well as material properties, but all to no avail. Is there a better way to model the connection of a beam element to solid element in Ls Dyna that ensures that the resultant force is transfered accurately? I appreciate any suggestions that you may offer. Thank you
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