Parametric study of numerical modelling of fibre-reinforced concrete slab in interaction with the subsoil

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F22%3A10248621" target="_blank" >RIV/61989100:27120/22:10248621 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Parametric study of numerical modelling of fibre-reinforced concrete slab in interaction with the subsoil

Original language description

The paper deals with numerical modeling of slab in interaction with the subsoil. A 3D computational model and numerical analysis are focused primarily on taking into account physical nonlinearity. The fracture-plastic material model is used, where the parametric study is performed with different input parameters of fracture energy. For nonlinear calculation the Newton-Raphson method was chosen. The performed calculations are compared with the experiment of a fibre-reinforced concrete slab with dimensions of 2000 x 2000 mm. The slab was tested on a specialized testing device, which allowed to evaluate the load - displacement diagram. Calculation results are compared with the experimental data and finally comparison is performed.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2022

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

AIP Conference Proceedings

ISBN

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ISSN

0094-243X

e-ISSN

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Number of pages

4

Pages from-to

1-4

Publisher name

American Institute of Physics

Place of publication

New York

Event location

Rhodos

Event date

Sep 20, 2021

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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