000002755 001__ 2755
000002755 005__ 20141118153421.0
000002755 04107 $$acze
000002755 046__ $$k2008-12-04
000002755 100__ $$aSucharda, O.
000002755 24500 $$aPorovnání konstitutivních modelů pro beton 2D

000002755 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference
000002755 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 
000002755 506__ $$arestricted
000002755 520__ $$2eng$$aArticle deals with a comparison of different constitute models for the concrete. There are compared maximal displacements. A computational model is a beam with continuous load. For the comparison there are chosen two constitutive models. The first is an elastoplastic model based on the von Mises condition. The second constitutive model is uses the ChenChen condition. The finite element method is used for calculations.

000002755 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002755 653__ $$akonstitutivní model betonu, von Mises, Chen-Chen, metoda konečných prvků, nelineární výpočet

000002755 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13
000002755 720__ $$aSucharda, O.
000002755 8560_ $$ffischerc@itam.cas.cz
000002755 8564_ $$s175151$$uhttps://invenio.itam.cas.cz/record/2755/files/02_E_Sucharda.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002755 962__ $$r2540
000002755 980__ $$aPAPER