Modelling of foundation structure with slide joint depending up the temperature

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F11%3A86080733" target="_blank" >RIV/61989100:27120/11:86080733 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/62304178:_____/11:#0000050

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Modelling of foundation structure with slide joint depending up the temperature

Popis výsledku v původním jazyce

Slide joints in foundation structures are used for elimination of cracks due to shrinkage, creep or when the deformation of subsoil is expected, for instance in an undermined area. In the paper the development of slide joints shear resistance testing methods is analysed. An experimentally appointed relation of slide joint resistance versus temperature ought to contribute to optimisation of slide joint and foundation structure design, particular experiments are in the testing of the operation. Calculation of temperature distribution enables an estimate of the temperatures expected in the slide joint. Using Nonstac computer program, which numerically solves the differential equation of heat transfer, it is possible to take into consideration both the setting heat of hydration and variation of outside temperature, and in isolated cases also the initial warming of a foundation structure. The stress and strain in a foundation structure with bitumen slide joint is analysed.

Název v anglickém jazyce

Modelling of foundation structure with slide joint depending up the temperature

Popis výsledku anglicky

Slide joints in foundation structures are used for elimination of cracks due to shrinkage, creep or when the deformation of subsoil is expected, for instance in an undermined area. In the paper the development of slide joints shear resistance testing methods is analysed. An experimentally appointed relation of slide joint resistance versus temperature ought to contribute to optimisation of slide joint and foundation structure design, particular experiments are in the testing of the operation. Calculation of temperature distribution enables an estimate of the temperatures expected in the slide joint. Using Nonstac computer program, which numerically solves the differential equation of heat transfer, it is possible to take into consideration both the setting heat of hydration and variation of outside temperature, and in isolated cases also the initial warming of a foundation structure. The stress and strain in a foundation structure with bitumen slide joint is analysed.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

<a href="/cs/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reologická kluzná spára s teplotně řízenými viskoelastickými vlastnostmi</a><br>

Návaznosti

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

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 9th International Symposium on High Performance Conrete - Design, Verification & Utilization

ISBN

978-0-473-19028-6

ISSN

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

672-677

Název nakladatele

New Zealand Concrete Society

Místo vydání

Auckland

Místo konání akce

Rotorua

Datum konání akce

9. 8. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—