LS-DYNA2

Hi Len, Thanks for the helpful notes. It looks like the parts figure and CLIS setup didn't upload

Thanks for the wonderful work ! I noticed a bug in the last Johnson-Cook line: the manual indicates :

Hi Len, hi James, in the first simulation, there was no error message; the solver simply stopped

Dear James, Thank you for your reply and for providing the examples. Ivan On Thursday, February 19,

Hello everyone, I encountered a possible inconsistency when setting the concentration boundary

1\ Applying a prescribed horizontal motion will cause the beam to get slightly longer, as the

1\ I do not think you are using *CONSTRAINED_SHELL_IN_SOLID appropriately. I believe this keyword

On Tuesday, 3 March 2026 at 08:14:33 UTC+1 Johe Morris wrote: Welcome to bubba planet/phamlap Where

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Dear Nishant, Perhaps of some interest: This paper presented a validation study of the LS-DYNA MMALE

Dear Dr Len: Thank you for sharing. I will go through the document. Best regards, Ramadas On Sat, Feb

Dear Turgut, Perhaps a bit old, however, much still can be learned from these notes. ----------------

Dear All, I am using the ANSYS version of LS Dyna and it appears that they have combined MAT_054/055.

Shubham Sharma shared a folder Shubham Sharma (2023c...@iitrpr.ac.in) has invited you to

If you are expecting a helpful response, you need to attach the model and the reference paper. --len

Typically the default values serve as a starting point for SPH. Have a look at this web site with

Hello All, A composite column is being modeled using the Karagozian & Case (K&C) concrete

Hello All, I am modeling quasi-static indentation of a polymeric foam using the explicit solver in LS

Why are these blue (circle) and red (arrow) elements deforming? I think they should be unconstrained?

Hello everyone, I am working on an LS-DYNA numerical simulation of a reinforced concrete column

Dear Jameel, If you're using the implicit solver, apply the recommendations provided in this text

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