-
-
April 16, 2024 at 12:19 pm
-
April 16, 2024 at 4:25 pmTonmoySubscriber
Â
Hello Sokpanha,
Those rebars looks great! How did you generated those? I mean which elements did you utilize and how did you modeled them? Did you import them as IGES or STP or did you do the modeling directly using workbench?
Â
Thanks,
Tonmoy.
Â
-
April 16, 2024 at 5:45 pmSokpanha MaoSubscriber
Hello Tonmoy,
I have been modeling and analyzing in LS-DYNA workbench. I imported d3plot file and am trying to view some results in LS-Prepost.
Best regards,
Panha
-
-
April 16, 2024 at 7:47 pmytianSubscriber
If you modeled these with beam elements, you can plot the stress/strain using LSPP fringe plots.
-
April 17, 2024 at 9:50 amSokpanha MaoSubscriber
Thanks YINGHAO TIAN,
I modeled reinforcement elements as beam elements. In LSPP fringe plots, I tried to check and I could only get the strain of reinforcement for the whole structure like this.
However, I want to compare the strain of rebars at a point from the experiment with the simulation result. Could we do that? As I modeled the reinforcements as beam elements and if we could not do that in LSPP, what are the reasons for that?
I really appreciate your response.
Best regards,
Panha
-
-
April 17, 2024 at 11:31 amytianSubscriber
I am not sure what your question is. From LSPP fringe plot, you get the strain at the location you want. And you have experiemntal data to compare.Â
-
April 17, 2024 at 11:43 am
-
-
April 17, 2024 at 11:58 amytianSubscriber
I am not 100% sure for the beams, but I think you can go to "EleTol", then "Identify", select "Element" (Integration point) and check "Show Results", and select the element(s) at your desired location.
-
April 17, 2024 at 1:13 pm
-
-
April 17, 2024 at 1:51 pmytianSubscriber
Stress/strain is element value. The integration points are listed in the window below in the UI.
-
April 17, 2024 at 3:53 pmytianSubscriber
see,
/knowledge/forums/topic/how-to-output-the-stress-and-strain-at-the-integration-points-of-integrated-beam-elements/
https://www.dynasupport.com/howtos/element/beam
-
April 17, 2024 at 6:00 pm
-
-
April 17, 2024 at 8:08 pmytianSubscriber
That is related how the beams were defined in the model.
-
April 18, 2024 at 7:47 amSokpanha MaoSubscriber
Dear Yinghao Tian,
Could you elaborate more or give an example of this? When we put BEAMIP=1 or 2, how is the integration point?
Thank you
Best regards,
Panha
-
-
April 18, 2024 at 12:22 pmytianSubscriber
How were the beams defined? If you defined beams with 4 integration points, I would put the same number here.
-
April 18, 2024 at 7:24 pmSokpanha MaoSubscriber
Thank you very much for your advice and recommendations. I could select the nodes and elements to find the strain results in the rebars now.
-
-
- The topic ‘Finding result of axial strain at a node in rebar’ is closed to new replies.
- LS-DYNA Installation Issues with Student Workbench 2024 R2
- Cross-coupled stiffness elements in LS-DYNA
- Initial Stress Shell Application and HistVarCosine in LS-DYNA
- shape memory alloy material in LS-DYNA
- Initial Velocity Generation
- MAT072R3- concrete damage rel3 validation
- *** Error 40058 (SOL+58) retractor 1000002:convergence failure at time1.01E+02
- Mohr_Coulomb material model (MAT_173)
- LS-Dyna, Negative volume problem.
- Fluid-structure interaction coupling
-
1882
-
802
-
599
-
591
-
366
© 2025 Copyright ANSYS, Inc. All rights reserved.