Durability Assessment of Large Surfaces

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00222612" target="_blank" >RIV/68407700:21610/13:00222612 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Durability Assessment of Large Surfaces

Popis výsledku v původním jazyce

Initiation limit states defined in ISO 13823 (2008) may be of uttermost importance for serviceability as well as ultimate limit states of civil engineering structures. Durability assessments and optimisation studies may be difficult as basic variables are often random quantities with a considerable spatial variability. Applications of common discretisation techniques may be time consuming, particularly in case of optimisation studies. A simplified probabilistic model for spatial variability is thus adopted from the bulletin of fib (2006), enabling durability analysis using efficient FORM/SORM methods. Basic features of the model are illustrated by a simplified example.A case study is then focused on a cooling tower exposed to carbonation. It appears that the reliability level associated with durability is significantly affected by the model uncertainties that should be further investigated. The study reveals that the effect of a size of the surface area on the optimum concrete cover an

Název v anglickém jazyce

Durability Assessment of Large Surfaces

Popis výsledku anglicky

Initiation limit states defined in ISO 13823 (2008) may be of uttermost importance for serviceability as well as ultimate limit states of civil engineering structures. Durability assessments and optimisation studies may be difficult as basic variables are often random quantities with a considerable spatial variability. Applications of common discretisation techniques may be time consuming, particularly in case of optimisation studies. A simplified probabilistic model for spatial variability is thus adopted from the bulletin of fib (2006), enabling durability analysis using efficient FORM/SORM methods. Basic features of the model are illustrated by a simplified example.A case study is then focused on a cooling tower exposed to carbonation. It appears that the reliability level associated with durability is significantly affected by the model uncertainties that should be further investigated. The study reveals that the effect of a size of the surface area on the optimum concrete cover an

Druh

D - Stať ve sborníku

CEP obor

GJ - Choroby a škůdci zvířat, veterinární medicina

OECD FORD obor

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Projekt

<a href="/cs/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Kumulativní časově závislé procesy ve stavebních materiálech a konstrukcích</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures

ISBN

978-1-138-00086-5

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

2665-2671

Název nakladatele

CRC Press/Balkema

Místo vydání

Leiden

Místo konání akce

New York

Datum konání akce

16. 6. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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