How do you calculate axial force?

[luked1989]

Hi,

I am currently carrying out progressive collapse analysis and as part of the reccomendations I need to calculate axial force in each of the steel I beam members.

Does anybody know how to do so?

All help will be greatly appreciated.

Luke

[Foad Kia]

Dear Luke

You can use Field Output/RF, and read the counter
near the supports or you can manually calculate forces.

Best Regards


From: luked1989 <***@leeds.ac.uk>
Subject: [Abaqus] How do you calculate axial force?
To: ***@yahoogroups.com
Date: Friday, April 13, 2012, 11:04 AM

Hi,

I am currently carrying out progressive collapse analysis and as part of the reccomendations I need to calculate axial force in each of the steel I beam members.



Does anybody know how to do so?
All help will be greatly appreciated.

Luke

[Anwar Al-sheikh]

Dear All,

Does anybody know if there are standard values for the parameters of Johnson-Cook model for metals and Concrete Damaged Plasticity? As many of you know that those parameters need many experimental analysis to be done so that they can be evaluated.

Thank you
Anwar


[Non-text portions of this message have been removed]

[raja raman]

In case you dont have experimental data, then you have to refer some
journals only..u will definitely get there.

Regards,
Rajaraman

Post by Anwar Al-sheikh
**
Dear All,
Does anybody know if there are standard values for the parameters of
Johnson-Cook model for metals and Concrete Damaged Plasticity? As many of
you know that those parameters need many experimental analysis to be done
so that they can be evaluated.
Thank you
Anwar
[Non-text portions of this message have been removed]

[Non-text portions of this message have been removed]

[Asaad Alamiri]

Hi,
 
I am currently conducting a nonlinear dynamic analysis (general dynamic analysis) for steel bridge model by ABAQUS/Standard,
and I want to divide the obtained response displacements at top of superstructure into
rigid body displacements and elastic deformation, respectively.
 
Any help or suggestion will be greatly appreciated
 
Thanks in advance
 
Asaad

[Non-text portions of this message have been removed]