Porovnání konstitutivních modelů pro beton 2D
Abstract eng: Article 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.
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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