Non-Linear Simuation of Plate Model
Non-Linear Simuation of Plate Model
(OP)
guys i need you help again, i need to do Non-linear simulation of plate model of Beam, regarding limited tensile strength of concrete and concrete cracking.
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
Download nowINTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
Non-Linear Simuation of Plate Model
|
RE: Non-Linear Simuation of Plate Model
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Non-Linear Simuation of Plate Model
"It is imperative Cunth doesn't get his hands on those codes."
RE: Non-Linear Simuation of Plate Model
RE: Non-Linear Simuation of Plate Model
1) geometric effects like p-delta.
2) cross section cracking.
3) non-linear axial response of both concrete and steel.
4) time effects.
Whether or not p-delta is sufficient depends on the nature of your problem and what aspects of it you're trying to capture. Like MG22 suggested, a great place to start would be why you're tackling this problem with FEM rather than conventional concrete beam design procedures.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Non-Linear Simuation of Plate Model
Trying to capture fracture mechanics in the context of FEM...that is a whole other game [that I know little about].
"It is imperative Cunth doesn't get his hands on those codes."