Dear Asis,
Something you might consider to overcome negative volume of the bags themselves?
In LS-DYNA, a layer of null shell elements is used over a solid geometry to avoid negative volume because shell elements are inherently positive volume elements. When a layer of null shell elements is placed over a solid geometry, it ensures that there are no negative volumes in the solid elements beneath them. This approach helps in avoiding issues related to negative volumes, which can cause numerical instability and inaccuracies in the simulation results. The null shell elements act as a protective layer, ensuring that the solid elements underneath maintain positive volume throughout the simulation.
Sandbag modelling suggestion?:
https://past.isma-isaac.be/downloads/isma2016/papers/isma2016_0800.pdf
Sincerely,
James M. Kennedy
KBS2 Inc.
March 24, 2019
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Dear Asis,
See if this model can possibly be of some help?
Sturt, R., Cengiz, C., Huang, Y., Go, J., Bandara, S., and Pillai, A., “Modelling Liquefaction
of Soils with LS-DYNA using a SANISAND-Based Material Model”, 13th European LS-DYNA
Conference, Ulm, Germany, October, 2021.
Sincerely,
James M. Kennedy
KBS2 Inc.
March 25, 2024
To view this discussion on the web visit https://groups.google.com/d/msgid/ls-dyna2/CH2PR13MB3527CDCE71DCC9D3217BFA8291372%40CH2PR13MB3527.namprd13.prod.outlook.com.