Topology Optimization of Rectangular Beam in ANSYS

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This videos presents the Topology Optimization of rectangular beam in ANSYS. It explains how to create rectangular beam in design modeler, static analysis for point load, Topology optimization and design validation.

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Very much useful Thanks please do more on this🙏

mayurkulkarni
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Please can you make a video of the analysis of a reinforced concrete beam.

mohammadbilaljalali
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Thank you for your great videos. I am a university student from Japan. When I operate like a video, ANSYS2020R1 gives the same result as the video, but ANSYS2021R2 gives the completely different optimized shape. The results was only one-third of its original mass. Why are the optimization results different?

cotton
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When i am opening my geometry in spaceclaim 21:42 some components are missing from my geometry. Can u suggest something

shivamiitguwahati
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sir, please make videos on crashworthiness and impact analysis

SanthoshKumar-lftt
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Thanks for the tutorial! There must be a way to avoid both sides being non symetrical. Is there a mirror like option to mirror the right side over the left side for instance?

JulioGonzalez-vmvg
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Hi there ! I am a civil engineering student and I found your video quite useful. Can this be done to optimise truss designs ?

incrazyble
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Thanks for your tutorial!! Topology optimization can be used in non linear problems?

raulmontero
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I didn't find topology optimisation command in toolbox

mvasavi
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Amazing video! I am coming across a problem though, after I run the solution for topology optimization, I am getting a different geometry. I am only getting 1 hole in the center of the beam, but not the other 2 holes next to it. Do you have an idea what that is happening? Thanks.

charlietoes
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I am unable to edit(apply nodal force) the optimised geometry.(28th min). It's is showing unable to update geometry. Could you please help me ...it's urgent.

jayanthvallabhai
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Hi sir
In my ansys 2022 R1 student version the option for topology optimization is not showing please can you figure out what is the problem?

pradhumnj
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Sir, very much informative video. I want to perform the topology optimization with minimise mass as objective function and stress (local/global) as constraint. For that purpose, i have first performed the static structural analysis and obtained the maximum von Mises stress. Can you please tell me what should be the maximum local/global stress response constraint, is it yield strength of material or maximum value of von-mises stress for unoptimised case? When I set response constraint as material yield strength and if in any case maximum von Mises stress for unoptimised case is more than yield strength, then there is not so much material reduction. Any idea about this aspect? Thanks in advance.

AnuragGupta-opuz
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Why does the equivalent stress level increase after optimization? Even though mass was minimized, wouldn't we want stress to also decrease?

nickkowalski
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Kindly give details regarding webinar of shell bodies stress linearisation.

zubairsarwar
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is it possible to do this using designmodeler

siddharthpatkar
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Sir how can we add parameters in catia for optimization

chinmaykulkarni
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Hi
I am civil engineering student and I am doing
My graduation note for my last year in the university, the subject is "effects of retaining walls on the dynamic response of retained structures " so I wonder if you can do a vedios on such subject
In my PC I have Ansys 16.0
Also I have recently a problème where I can no longer change the properties of materials, it is like they are gone from Ansys, I can't change for exemple poissons ratio or density ....etc and I end up working always with structural steel
So I hope you help me with some advices
And thank you in advance

ridayahiaoui
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Excuse me, may I ask why the results obtained by following the steps in the video are strange.... (if it is possible, maybe I can send my result by Gmail )

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