Nonlinear Finite Element Modeling of a Deep Concrete Beam

  Рет қаралды 7,297

Serhan Guner

Serhan Guner

Күн бұрын

Пікірлер: 18
@imdadimmu8741
@imdadimmu8741 2 жыл бұрын
Very helpful video
@civilengineeringwitharas4776
@civilengineeringwitharas4776 Ай бұрын
I am working on a paper; I need to strengthen my deep beams externally with CFRP strips for shear. Could you explain how to define the CFRP sheets in FormWorks software? appreciating your help.
@SerhanGuner
@SerhanGuner Ай бұрын
Hello. If you are using a full, paid version, you may get support from the developers. Otherwise, you need to go through the available resources to figure out. Best of luck with your modeling studies.
@civilengineeringwitharas4776
@civilengineeringwitharas4776 Ай бұрын
@@SerhanGuner Thanks, How to get the paid versiob ?
@gabrielgore666
@gabrielgore666 2 жыл бұрын
Dr. Serhan, thank you for your excellent explanation. I just have a question, is possible modeling the same beam plus a concrete jacket around this beam and steel fibers in FrameWorks?
@r6ven37
@r6ven37 4 жыл бұрын
Teşekkürler bu video için.
@wangsteve7755
@wangsteve7755 2 жыл бұрын
Thank you for this video, I'm tring to analysis a prestressed concrete, what are the values I need to set for the strains (I tried the values in your video and seems not working)?
@SerhanGuner
@SerhanGuner 2 жыл бұрын
You should refer to other resources for answering your question.
@imdadimmu8741
@imdadimmu8741 2 жыл бұрын
Thanks sir
@aroonreinoso1460
@aroonreinoso1460 2 жыл бұрын
what if you get an error mentioning that the stiffness matris is not positive definite?
@SerhanGuner
@SerhanGuner 2 жыл бұрын
If receiving this error before an analysis starts, it indicates a major modeling mistake such as insufficient or improper support restraints. If receiving at the end of an analysis, it generally indicates either the structure has failed or numerical stability is lost.
@aroonreinoso1460
@aroonreinoso1460 2 жыл бұрын
@@SerhanGuner if it comes in the moment I run the analysis. can I please send you the model?
@giannisarsoniadis4380
@giannisarsoniadis4380 2 жыл бұрын
Dr.Guner Can I do the example with the free version as well? because I have downloaded it and when I run it it gives me an error
@SerhanGuner
@SerhanGuner 2 жыл бұрын
Basic version of the software should be able to do this analysis. Ensure to review and not exceed the permitted number of elements.
@mohamadenayati9071
@mohamadenayati9071 3 жыл бұрын
how did you calculate STM force specifically?
@SerhanGuner
@SerhanGuner 3 жыл бұрын
STM is a 2D truss analysis. You mat use hand calcs to obtain the forces. Computer programs such as SAP2000 also work.
@mohamadenayati9071
@mohamadenayati9071 3 жыл бұрын
@@SerhanGuner Thank you sir!
@noorayaad2525
@noorayaad2525 4 жыл бұрын
What is name analysis program ?
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