Nonlinear Analysis of Reinforced Concrete Structures

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F16050517%3A_____%2F00%3A0000002" target="_blank" >RIV/16050517:_____/00:0000002 - 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

Nonlinear Analysis of Reinforced Concrete Structures

Original language description

Nonlinear analysis of reinforced concrete structures is becoming a useful tool for structural engineers. The paper presents several examples of such approach from engineering practice. The numerical solution is based on the finite element method and thematerial model for concrete is based on the orthotropic smeared crack model capable of simulating cracking as well as material crushing. The fracture mechanics concept is considered through the implementation of the crack band model. The modification ofcrack band approach is used also for compressive failure.

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

<a href="/en/project/GA103%2F99%2F0755" target="_blank" >GA103/99/0755: Numerical model of concrete under local confining pressure</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2000

Confidentiality

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

Name of the periodical

Concrete Engineering International

ISSN

1460-5856

e-ISSN

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Volume of the periodical

2000

Issue of the periodical within the volume

June

Country of publishing house

GB - UNITED KINGDOM

Number of pages

5

Pages from-to

45

UT code for WoS article

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EID of the result in the Scopus database

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