LS-DYNA2

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

Hello All, I'm having difficulty defining the mechanical properties for this analysis. I'm

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

Dear Ivan, Perhaps of some interest: https://lsdyna.ansys.com/package-drop-test/ Several methods to

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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Dear LS-DYNA users, I am looking for examples and/or advice on how to model a dynamic blanking /

Dear Valery, Thank you for your comments. Based on the literature, for short-duration blast loads (≤

Dear Thirupathi, Blast analysis combined with forming might not be a good starting point since it is

Dear sir, Thank you for pointing this out. Now, I will focus on frictional coefficients. Thank you.

Dear Kalani, Perhaps this example might be of some help: https://lsdyna.ansys.com/esi/#examples

Thanks Ameen for the explanation and especially the illustrations. In your two charge single

Dear Mohamed, LS DYNA for Civil Structural Applications Ben Shao, Structural Analyst, ARUP

1\ The indicated include file is missing: 2\ When I open your *.k file with LSPP V4.13 this message

Dear Ramadas, Have you checked to make sure that you are using a consistent set of units for the

I've run several test simulations using MAT_ADD_EROSION (the SIGP1 Maximum Principal Stress at

How can I mesh an imported .STEP file of a bidirectional voided slab with solid elements in LS