000001812 001__ 1812
000001812 005__ 20141118153454.0
000001812 04107 $$acze
000001812 046__ $$k2010-05-10
000001812 100__ $$aRypl, D.
000001812 24500 $$aExperiences with the isogeometric analysis in structural mechanics

000001812 24630 $$n16$$pEngineering Mechanics 2010
000001812 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague
000001812 506__ $$arestricted
000001812 520__ $$2eng$$aThe aim of this paper is to share with its readers the early experiences of its authors related to the implementation, use, and performance of the isogeometric analysis applied to two-dimensional linearly elastic problems. Isogeometric analysis has been recently introduced as a viable alternative to the standard, polynomial-based finite element analysis. Although the isogeometric analysis exhibits several interesting features and it has been shown that it can outperform the classical finite element method in many aspects, its way to the practical engineering is still at the beginning. Not only there are still many open issues that have to be solved but also rather different methodology has to get into awareness of engineering community currently tied up mostly to the finite element method.

000001812 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001812 653__ $$a

000001812 7112_ $$aEngineering Mechanics 2010$$cSvratka (CZ)$$d2010-05-10 / 2010-05-13$$gEM2010
000001812 720__ $$aRypl, D.$$iPatzák, B.
000001812 8560_ $$ffischerc@itam.cas.cz
000001812 8564_ $$s255910$$uhttps://invenio.itam.cas.cz/record/1812/files/Rypl-044-PT.pdf$$y
             Original version of the author's contribution as presented on CD, SOL.
            
000001812 962__ $$r1750
000001812 980__ $$aPAPER