Self-healing capacity of differently cured concretes - Fracture characteristic development

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F23%3A10254054" target="_blank" >RIV/61989100:27120/23:10254054 - isvavai.cz</a>

Výsledek na webu

<a href="https://pubs.aip.org/aip/acp/article-abstract/2848/1/020026/2895689/Self-healing-capacity-of-differently-cured?redirectedFrom=fulltext" target="_blank" >https://pubs.aip.org/aip/acp/article-abstract/2848/1/020026/2895689/Self-healing-capacity-of-differently-cured?redirectedFrom=fulltext</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/5.0145025" target="_blank" >10.1063/5.0145025</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Self-healing capacity of differently cured concretes - Fracture characteristic development

Popis výsledku v původním jazyce

Concretes were prepared with a maximum aggregate size of 8 mm and water to cement ratio of 0.50, 0.40 and 0.30. Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some specimens were loaded until initial crack growth, after which the loading was stopped. Subsequently, the specimens were stored in water or in foil until 1 year of age. At this age, the specimens were again loaded and the results obtained were compared with those at 28 days of age. Thanks to this procedure, self-healing of the initiated crack was discussed with respect to microscopic observations.

Název v anglickém jazyce

Self-healing capacity of differently cured concretes - Fracture characteristic development

Popis výsledku anglicky

Concretes were prepared with a maximum aggregate size of 8 mm and water to cement ratio of 0.50, 0.40 and 0.30. Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some specimens were loaded until initial crack growth, after which the loading was stopped. Subsequently, the specimens were stored in water or in foil until 1 year of age. At this age, the specimens were again loaded and the results obtained were compared with those at 28 days of age. Thanks to this procedure, self-healing of the initiated crack was discussed with respect to microscopic observations.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA21-08772S" target="_blank" >GA21-08772S: Vliv samovyhojovacích účinků na prodloužení životnosti konstrukcí vyrobených z vysokohodnotného betonu</a><br>

Návaznosti

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

Rok uplatnění

2023

Kód důvěrnosti údajů

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

Název statě ve sborníku

AIP Conference Proceedings. Volume 2848

ISBN

978-0-7354-4548-2

ISSN

0094-243X

e-ISSN

1551-7616

Počet stran výsledku

6

Strana od-do

"1 – 6"

Název nakladatele

AIP Publishing

Místo vydání

Melville

Místo konání akce

Málaga

Datum konání akce

5. 9. 2022

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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