Hello,
I am trying to model a Frame with its columns made up of 2 different materials.
I am using a FiberSection to define the cross-section of the column; the column material and steel detailing changes at the top.
So my question is: how do I split the column into 2 elements but keep the behavior as if it is one element. (how should i model the connection).
_________BEAM___________
[**]~~~~~~~~~~~~~~~~~~~~~[**]
[**]~~~~~~~~~~~~~~~~~~~~~[**] <-----
[]~~~~~~~~~~~~~~~~~~~~~~[] <----- How to connect these 2 elements into ONE column behavior
[]~~~~~~~~~~~~~~~~~~~~~~[]
[]~~~~~~~~~~~~~~~~~~~~~~[]
[]~~~~~~~~~~~~~~~~~~~~~~[]
[]~~~~~~~~~~~~~~~~~~~~~~[]
_[]__~~~~~~~~~~~~~~~~~~~_[]__
////~~~~~~~~~~~~~~~~~~~////
Thank you!
Column with 2 different materials
Moderators: silvia, selimgunay, Moderators
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- Posts: 5
- Joined: Fri Dec 18, 2015 9:49 am
- Location: The University of Sheffield
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- Posts: 5
- Joined: Fri Dec 18, 2015 9:49 am
- Location: The University of Sheffield
Re: Column with 2 different materials
Apologies for posting in the wrong Forum, I was not aware of that.
(but still if you have an answer for my question, it would be much appreciated).
(but still if you have an answer for my question, it would be much appreciated).
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- Posts: 7
- Joined: Sat Mar 12, 2016 6:32 am
- Location: Iran
Re: Column with 2 different materials
hello
i hope you be fine
i think it's better to define two members with different materials and connect both of them with rigid link command.
i hope you be fine
i think it's better to define two members with different materials and connect both of them with rigid link command.
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- Posts: 5
- Joined: Fri Dec 18, 2015 9:49 am
- Location: The University of Sheffield
Re: Column with 2 different materials
Hello and thank you for your reply,
I will try your method soon, but theoretically will that cause a stress concentration at that rigid link point ?
Comparing this to ABAQUS, one full element/column is modeled, then it is partitioned into 2 parts and each assigned a material without having any stress concentrations.
Thank for the support!
I will try your method soon, but theoretically will that cause a stress concentration at that rigid link point ?
Comparing this to ABAQUS, one full element/column is modeled, then it is partitioned into 2 parts and each assigned a material without having any stress concentrations.
Thank for the support!