In the attached figure, you can see the reinforcing bars of a concrete beam. How can I determine the axial strain time history for the specified beam element of the steel bar? Which parameters and keywords should I activate before analysis? Any further guidance would be greatly appreciated.
Dear Mahmood,
Please see if the following helps:
https://www.dynasupport.com/howtos/element/beam
In this manuscript, the various methods of including rebar in reinforced concrete were described. The effectiveness of these methods was assessed through a comparative example of a reinforced concrete slab loaded in axial extension, under self weight and subjected to air blast loading with comparisons to experimental results. The manuscript included a mesh refinement study where the reinforcement and concrete mesh densities were changed independently.
Schwer, L.E., "Modeling Rebar: The Forgotten Sister in Reinforced Concrete Modeling", 13th International LS-DYNA Users Conference, Dearborn, Michigan, June, 2014.
Examples of rebar coupled to concrete (*clis and *cbis) are given here:
http://ftp.lstc.com/anonymous/outgoing/support/FAQ_kw/concrete/coupling_by_clis.k.gz and
http://ftp.lstc.com/anonymous/outgoing/support/FAQ_kw/concrete/coupling_by_cbis.k.gz
Sincerely,
James M. Kennedy
KBS2 Inc.
October 10, 2023
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There are a few parameters that need to be specified:
1\ *DATABASE_EXTENT_BINARY parameter BEAMIP
2\ *DATABASE_ELOUT
3\ *DATABASE_HISTORY_BEAM
--len
From: ls-d...@googlegroups.com <ls-d...@googlegroups.com> On Behalf Of Mahmood Moosavizadeh
Sent: Monday, October 9, 2023 1:06 AM
To: ls-d...@googlegroups.com
Subject: [LS-DYNA2] strain history of beam elements
Dear all,
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