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April 28, 2024 at 4:26 amFady ElshazlyBbp_participant
Hello,Â
Â
what is right contact type to define a frictional contact between beam elements and solid elements with considering the beam section not just the nodes.
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Also, Is there any reference that shows the differences between the available beam section formulations in lsdyna?Â
Thanks
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April 30, 2024 at 4:38 amPuneeth BagariaAnsys Employee
Hello Fady,
There are two aspects of dealing with beam and solid element contacts.Â
1) Node of beams contacting against the surface of solid elements: You can use any node-segment contact for this purpose. *CONTACT_AUTOMATIC_NODES_TO_SURFACE or *CONTACT_AUTOMATIC_SINGLE_SURFACE for example.
2) Beam vs edges of the solid elements: An edge to egde contact is required here. This can be enabled by using SOFT=2 (DEPTH=5) in *CONTACT or by using a seperate *CONTACT_AUTOMATIC_GENERAL defined only on the edges + beam elements.
Please refer to the below resources for more information:Â
Contact Modeling in LS-DYNA — Welcome to the LS-DYNA support site
Contact between Beam and Shell Elements — Welcome to the LS-DYNA support site
Regarding the section formulations available for beam elements:Â Please refer to *SECTION_SHELL of LS-DYNA keyword manual vol-1.
Regards
Puneeth
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