I just read the last part of your email! Are you dividing by the undeformed CSA or the real-time (

Dear Sina I have the same errors you had when modelling PML, could you please help me how could you

I would like to model the seismic input to 2-floor structure. I am trying to model the wave

Dear Osama, Some notes previously shared. Sincerely, James M. Kennedy KBS2 Inc. June 27, 2026 -------

Hello everyone: I have a shacking table simulation case. However, I have the test input acceleration

1\ You likely only need LOAD-BODY-Z if all your parts are to be gravity loaded. 2\ Dynamic Relaxation

This is a system (internal) error from the compiler typically warning of a problem with corrupting

Because DYNAIN file records the stress. If you open dynain in a text editor you can see the stresses.

Hello everybody I am doing SRS analysis using the: *FREQUENCY_DOMAIN_RESPONSE_SPECTRUM $# mdmin mdmax

Here is a snippet of .py code I use to extract nodal displacements and forces then process them for

Thanks Len, I'll check them out. On Wed, Jun 3, 2026 at 9:02 PM <l...@schwer.net> wrote: One

Dear ME3D From https://www.d3view.com/tensile-failure-in-low-density-foams/ Bala, S., “Tensile

Yes, I meshed each component separately (concrete, base, and column). Please find attached the

Dear Yaha, ----------------------------------------------- Recommend checking *

The *Include file is missing: plate_6_2.k --len From: 'Sa-aadat Parker' via LS-DYNA2 <ls-

I believe what you are observing is the rebound of the detonation products. As the detonation

The web site: LSDYNA Conference Papers provides access to most of the LS-DYNA past Conference

Dear Sahasra, Something that might be of some interest.: Reid, JD, Lechtenberg, KA, and Stolle, CS,

For me, it is very important not only to have a database of parameters for complex non-linear

Jim you're a legend. I had trouble modelling lead material in Lagrangian domain and managed to

Hello everyone, I have a question regarding the ICFD solver in LS-DYNA. I am currently working on

I like the analogy of any erosion criteria as “a broom to sweep away damaged elements.” Rather than

The web site: LSDYNA Conference Papers provides access to most of the LS-DYNA Conference manuscripts

I have a question as well. My graph is shown below. The blue curve represents the experimental

I have a question as well. My graph is shown below. The blue curve represents the experimental

Dear Osama, Early references for *MAT_159 or *MAT_CSCM This is material type 159. This is a smooth or

Thank you for your reply. I tried following the procedure described in Appendix X (ascii -> LSDA

Hello all, I have a concrete cylinder model with Mat 159 CSCM. As shown in the attached stress-strain

I tested giving coordinates to IVFG according to the 2d ale, and it is giving the same result as

Dear Ganesh, Has this issue been resolved? If not, one possible workaround is to run "Model