Reinforced concrete slab bridges strengthening: reliability assessment

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85992" target="_blank" >RIV/00216305:26110/09:PU85992 - 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

Reinforced concrete slab bridges strengthening: reliability assessment

Original language description

The aim of the paper is to study and evaluate the existing reinforced concrete slab bridge behavior before and after strengthening. The bridge was calculated by the nonlinear finite element fracture mechanics to model first experiment and then real structure. As many uncertainties are involved in the problem, a statistical approach was used to assess the influence of uncertainties on structural response (load-carrying capacity). It is based on a randomization of nonlinear finite element analysis of concrete structures using advanced statistical and reliability techniques. An increase of reliability after strengthening could be assessed and compared to the code specifications.

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

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

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

Publication year

2009

Confidentiality

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

Article name in the collection

XII. mezinárodní vědecká konference

ISBN

978-80-7204-629-4

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

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Publisher name

Neuveden

Place of publication

Brno, Česká republika

Event location

Brno

Event date

Apr 20, 2009

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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