Self-Sensing Properties of Carbon Black or Graphite Modified Fly Ash Geopolymer under Flexure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU145956" target="_blank" >RIV/00216305:26110/22:PU145956 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.scientific.net/SSP.337.103" target="_blank" >https://www.scientific.net/SSP.337.103</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/p-0bn76n" target="_blank" >10.4028/p-0bn76n</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Self-Sensing Properties of Carbon Black or Graphite Modified Fly Ash Geopolymer under Flexure

Popis výsledku v původním jazyce

Alkaline activated materials and geopolymers are recently widely involved in studies concerning their potential for advanced composites with enhanced electrical properties. This paper reports self-sensing behaviour of fly ash mortar doped with carbon black or graphite conductive admixture subjected to loading in three-point flexural test. Development of self-sensing properties and deformations of all mortars was initially investigated under flexural loading cycles with constant amplitude, final stage of the experimental part consisted in loading till fracture. Both reference and modified geopolymers failed to achieve satisfactory self-sensing performance during the cyclic loading but certain differences in fractural properties were observed.

Název v anglickém jazyce

Self-Sensing Properties of Carbon Black or Graphite Modified Fly Ash Geopolymer under Flexure

Popis výsledku anglicky

Alkaline activated materials and geopolymers are recently widely involved in studies concerning their potential for advanced composites with enhanced electrical properties. This paper reports self-sensing behaviour of fly ash mortar doped with carbon black or graphite conductive admixture subjected to loading in three-point flexural test. Development of self-sensing properties and deformations of all mortars was initially investigated under flexural loading cycles with constant amplitude, final stage of the experimental part consisted in loading till fracture. Both reference and modified geopolymers failed to achieve satisfactory self-sensing performance during the cyclic loading but certain differences in fractural properties were observed.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20505 - Composites (including laminates, reinforced plastics, cermets, combined natural and synthetic fibre fabrics; filled composites)

Projekt

<a href="/cs/project/GA19-11516S" target="_blank" >GA19-11516S: Geopolymery pro sofistikované aplikace ve stavebnictví</a><br>

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název statě ve sborníku

Solid State Technologies and Modern Production

ISBN

978-3-0364-1171-2

ISSN

1012-0394

e-ISSN

—

Počet stran výsledku

6

Strana od-do

103-108

Název nakladatele

Trans Tech Publications Ltd

Místo vydání

Switzerland

Místo konání akce

Brno

Datum konání akce

2. 12. 2021

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

—