-
-
April 16, 2024 at 12:19 pm
-
April 16, 2024 at 4:25 pm
Tonmoy
SubscriberHello 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?
Thanks,
Tonmoy.
-
April 16, 2024 at 5:45 pm
Sokpanha Mao
SubscriberHello 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 pm
ytian
SubscriberIf you modeled these with beam elements, you can plot the stress/strain using LSPP fringe plots.
-
April 17, 2024 at 9:50 am
Sokpanha Mao
SubscriberThanks 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 am
ytian
SubscriberI 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.
-
April 17, 2024 at 11:43 am
-
-
April 17, 2024 at 11:58 am
ytian
SubscriberI 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 pm
ytian
SubscriberStress/strain is element value. The integration points are listed in the window below in the UI.
-
April 17, 2024 at 3:53 pm
ytian
Subscribersee,
/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 pm
ytian
SubscriberThat is related how the beams were defined in the model.
-
April 18, 2024 at 7:47 am
Sokpanha Mao
SubscriberDear 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 pm
ytian
SubscriberHow 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 pm
Sokpanha Mao
SubscriberThank 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.
-
5094
-
1830
-
1387
-
1248
-
1021
© 2026 Copyright ANSYS, Inc. All rights reserved.




