Numerical modelling of reinforced concrete beams with fracture-plastic material

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86091252" target="_blank" >RIV/61989100:27120/14:86091252 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_45.pdf" target="_blank" >http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_45.pdf</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3221/IGF-ESIS.30.45" target="_blank" >10.3221/IGF-ESIS.30.45</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical modelling of reinforced concrete beams with fracture-plastic material

Popis výsledku v původním jazyce

This paper describes the use of models of fracture-plastic materials for reinforced concrete in numerical modelling of beams made from reinforced concrete. The purpose of the paper is to use of a model of concrete for modelling of a behaviour of reinforced concrete beams which have been tested at the University of Toronto within re-examination of classic concrete beam tests. The original tests were performed by Bresler-Scordelis. A stochastic modelling based on LHS (Latin Hypercube Sampling) has been performed for the reinforced concrete beam. An objective of the modelling is to evaluate the total bearing capacity of the reinforced concrete beams depending on distribution of input data. The beams from the studied set have longitudinal reinforcement only. The beams do not have any shear reinforcement. The software used for the fracture-plastic model of the reinforced concrete is the ATENA.

Název v anglickém jazyce

Numerical modelling of reinforced concrete beams with fracture-plastic material

Popis výsledku anglicky

This paper describes the use of models of fracture-plastic materials for reinforced concrete in numerical modelling of beams made from reinforced concrete. The purpose of the paper is to use of a model of concrete for modelling of a behaviour of reinforced concrete beams which have been tested at the University of Toronto within re-examination of classic concrete beam tests. The original tests were performed by Bresler-Scordelis. A stochastic modelling based on LHS (Latin Hypercube Sampling) has been performed for the reinforced concrete beam. An objective of the modelling is to evaluate the total bearing capacity of the reinforced concrete beams depending on distribution of input data. The beams from the studied set have longitudinal reinforcement only. The beams do not have any shear reinforcement. The software used for the fracture-plastic model of the reinforced concrete is the ATENA.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název periodika

Frattura ed Integrita Strutturale

ISSN

1971-8993

e-ISSN

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Svazek periodika

30

Číslo periodika v rámci svazku

1.10.1014

Stát vydavatele periodika

IT - Italská republika

Počet stran výsledku

8

Strana od-do

375-382

Kód UT WoS článku

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EID výsledku v databázi Scopus

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