Prestressed concrete

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buddhasarah
Posts: 93
Joined: Thu Feb 12, 2009 8:31 pm
Location: The University of Tokyo

Prestressed concrete

Post by buddhasarah »

Hello, Is there way to model a prestressed concrete beam with a curved tensile cable inside?

Thank you in advance!
vesna
Posts: 3033
Joined: Tue May 23, 2006 11:23 am
Location: UC Berkeley

Post by vesna »

There is no way in OpenSees to define curved cable, but you can use several truss or corotational truss elements (whichever you find more appropriate) to approximately model the curved cable.
buddhasarah
Posts: 93
Joined: Thu Feb 12, 2009 8:31 pm
Location: The University of Tokyo

Post by buddhasarah »

Thank you very much dear vesna, your advice does help alot ^^*
oleviuqserh
Posts: 65
Joined: Mon Oct 04, 2010 6:24 pm
Location: Colombia

Re: Prestressed concrete

Post by oleviuqserh »

Dear Vesna,

When you say that curved cable can be modeled using several truss elements, this means the beam must be modeled with a bundle of shell-elements (ShellMITC4 perhaps?) or aproximating the beam with a strut-and-tie model? If neither is the case, how can we connect these truss elements (curved cable) with the forceBeamColumn elements that actually represent the beam?

Thank you.
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