Nonlinear Behaviour of Concrete Foundation Slab
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00235312" target="_blank" >RIV/68407700:21110/16:00235312 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.821.495" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.821.495</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.821.495" target="_blank" >10.4028/www.scientific.net/AMM.821.495</a>
Alternative languages
Result language
angličtina
Original language name
Nonlinear Behaviour of Concrete Foundation Slab
Original language description
A layered model is used for nonlinear analysis of a foundation concrete slab. Calculation is performed using interaction with elastic Winkler-Pasternak subsoil model and considering plastic yielding of slab layers. Two Drucker-Prager yield criterions define a nonlinear material model for concrete. Computation is done by the SIFEL solver using the Finite Element Method.
Czech name
—
Czech description
—
Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
—
Result continuities
Project
—
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Applied Mechanics and Materials
ISSN
1662-7482
e-ISSN
—
Volume of the periodical
821
Issue of the periodical within the volume
06
Country of publishing house
CH - SWITZERLAND
Number of pages
8
Pages from-to
495-502
UT code for WoS article
—
EID of the result in the Scopus database
—