What is the Best Element for Coupled Field Analysis with ANSYS?

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For a coupled field analysis in ANSYS involving fluid-structure interaction with a polyethylene film, the user seeks a suitable 2D element that accommodates displacement and rotational degrees of freedom (DOFs). The challenge lies in finding an element that supports both UX, UY, and ROTZ, as the film is pinned on both sides. While plane or solid elements are options, they lack the necessary rotational DOF, leading to consideration of shell elements. The suggestion includes using SHELL208 elements that allow for hyperelasticity and ROTZ, but the user is uncertain about their compatibility with a 1D structural analysis. Additionally, registering for the ANSYS customer portal is recommended for accessing resources and support.
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I am trying to do a coupled field analysis, FLUID-Structure interaction. Wind strikes normally a panel covered by a very thin and flexible material that is polyethylene film and displacement of the film is what i need. The analysis is 2D. I create the flotran environment but when it comes to the structural one i am a little bit confused. That is because I am trying to find the proper 2D element for the film area that must have DOFs UX,UY AND ROTZ... that is because the film is both sided pinned (the need for rotz). I can solve the problem by using plane or solid elements no 2D element of this kind has rotational (rotz) degree of freedom. Shell elements do but i am a little bit confused with the thickness that is demanded (i need x direction to be ny thickness) ...what is the proper element to use?

airflow panel
----> '' (pinned)
----> |
----> |
----> | y
----> '' (pinned) |_ x
 
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I'm not sure exactly, but make sure you use an element which supports hyperelasticity, because depending on your loads, you may have some excessive deflections.
 
thanks Minger. Do you know if i could do a coupled analysis where the one is a 2D flotran analysis and the 2nd a structural analysis 1D...maybe i could use SHELL208 line elements that provide rotz as DOF and have hyperelasticity...but is this possible...??
 
I'm pretty novice at ANSYS (only been working for a few months), and don't really know enough about element types to provide any useful information. Do let us know if you get it working though.

One suggestion is to register for the customer portal www1.ansys.com/customer IIRC, where they have a knowledge base and lots of example input files and such. All else fails, give em a call.
 
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