Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU95268" target="_blank" >RIV/00216305:26110/11:PU95268 - 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

Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods

Original language description

Creep of concrete is a phenomenon that greatly influences the deflections of reinforced concrete elements, and in this sense it must be considered when the serviceability limit state is assessed. EN 1992-1-1 introduces a single effective elastic modulusfor concrete, but it also allows to use more accurate models, if available. The paper will shortly introduce a model and computer program developed by authors, which is based on the time discretization method and material nonlinearity approach. This method allows simulations structure including the entire history of the building and loading. The results of the model are compared with results obtained using simplified procedures according to EN 1992-1-1.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GAP104%2F10%2F2359" target="_blank" >GAP104/10/2359: Creep and shrinkage of high performance concrete</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2011

Confidentiality

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

Article name in the collection

Engineering Mechanics 2011

ISBN

978-80-87012-33-8

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

687-690

Publisher name

Neuveden

Place of publication

Svratka, Česká republika

Event location

Svratka

Event date

May 9, 2011

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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