Bearing capacity analysis of reinforced concrete beams

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F13%3A86087143" target="_blank" >RIV/61989100:27120/13:86087143 - 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

Bearing capacity analysis of reinforced concrete beams

Original language description

This paper deals with a non-linear analysis of reinforced concrete beams. The goal is to determine the total bearing capacity of the structure. For purposes of the analysis, an elastic-plastic model of concrete has been chosen. In some calculations, other constituent models of concrete have been used. These models of the concrete are based on fracture mechanics, model of smeared cracks or plasticity. The paper also compares the model of smeared reinforcement and that of discrete reinforcement. When analysing a specific example of a T-beam, stochastic modelling has been used.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Publication year

2013

Confidentiality

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

Name of the periodical

International Journal of Mechanics

ISSN

1998-4448

e-ISSN

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Volume of the periodical

7

Issue of the periodical within the volume

3

Country of publishing house

US - UNITED STATES

Number of pages

9

Pages from-to

192-200

UT code for WoS article

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EID of the result in the Scopus database

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