Experimental study of the high performance concrete in triaxial compression

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220511" target="_blank" >RIV/68407700:21110/14:00220511 - 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

Experimental study of the high performance concrete in triaxial compression

Popis výsledku v původním jazyce

In this paper we present an experimental study of the high performance concrete (HPC) in triaxial compression. The examined high performance concrete was developed at the Experimental Center, of the Faculty of Civil Engineering, CTU in Prague from the components locally available and, in addition, without using any special mixing technique or curing procedure. The uniaxial compressive strength was found out to be 130 MPa. We examined the behavior of HPC in triaxial compression in two different ways. Thefirst way was triaxial chamber where cylinders were tested. The cylinders were 200 mm high and 100 mm in diameter. We tested cylinders in triaxial chamber under lateral stress equal to 10, 20 and 30 MPa. The second way of testing HPC in the triaxial compression was a triaxial loading machine where cubes were tested. The length of the cubes was 100 mm. We tested cubes under lateral stresses equal to 15, 30, 60 and 90 MPa. We provided two equations for both cylinders and cubes. Both equat

Název v anglickém jazyce

Experimental study of the high performance concrete in triaxial compression

Popis výsledku anglicky

In this paper we present an experimental study of the high performance concrete (HPC) in triaxial compression. The examined high performance concrete was developed at the Experimental Center, of the Faculty of Civil Engineering, CTU in Prague from the components locally available and, in addition, without using any special mixing technique or curing procedure. The uniaxial compressive strength was found out to be 130 MPa. We examined the behavior of HPC in triaxial compression in two different ways. Thefirst way was triaxial chamber where cylinders were tested. The cylinders were 200 mm high and 100 mm in diameter. We tested cylinders in triaxial chamber under lateral stress equal to 10, 20 and 30 MPa. The second way of testing HPC in the triaxial compression was a triaxial loading machine where cubes were tested. The length of the cubes was 100 mm. We tested cubes under lateral stresses equal to 15, 30, 60 and 90 MPa. We provided two equations for both cylinders and cubes. Both equat

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/VG20102014003" target="_blank" >VG20102014003: Experimentální vývoj vysokohodnotného betonu se zvýšenou odolností proti zatížení rázem a vysokou schopností absorpce a disipace energie výbuchu</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Improving Performance of Concrete Structures

ISBN

978-81-7371-920-2

ISSN

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e-ISSN

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Počet stran výsledku

3

Strana od-do

880-882

Název nakladatele

Universities Press

Místo vydání

Hayderabad

Místo konání akce

Mumbai

Datum konání akce

10. 2. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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