Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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Materials Map under construction

The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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1.080 Topics available

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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (15/15 displayed)

  • 2021The Effect of the Composition of a Concrete Mixture on Its Volume Changes1citations
  • 2020Abrasive Wear Resistance of Concrete in Connection with the Use of Crushed and Mined Aggregate, Active and Non-Active Mineral Additives, and the Use of Fibers in Concrete7citations
  • 2020Effect of type of aggregate on abrasion resistance of concretecitations
  • 2019Effect of Inorganic SiO2 Nanofibers in High Strength Cementitious Composites2citations
  • 2019Erosion Test with High-speed Water Jet Applied on Surface of Concrete Treated with Solution of Modified Lithium Silicates10citations
  • 2018Effect of Inorganic SiO2 Nanofibers in High Strength Cementitious Compositescitations
  • 2018Study On The Resistance Of High-Performance Concrete To The Selected Chemically Aggressive Environmentscitations
  • 2018The Effect Of The Addition Of Multi-Walled Carbon Nanotubes On The Properties Of Cementitious Compositescitations
  • 2017Impact-Echo Method Used to Testing of High Temperature Degraded Concrete Composite of Portland Cement CEM I 42.5 R and Gravel Aggregate 8/16citations
  • 2017Non-Destructive Testing of High Temperature Degraded Concrete Composite of Portland Cement CEM I 42.5 R and Gravel Aggregate 11/22 by Transverse Waves1citations
  • 2016Reduction of concrete´s shrinkage by controlled formation of monosulphate and trisulphatecitations
  • 2016Effect of thickness of the intumescent alkali aluminosilicate coating on temperature distribution in reinforced concrete28citations
  • 2016POSSIBILITIES OF DETERMINATION OF OPTIMAL DOSAGE OF POWER PLANT FLY ASH FOR CONCRETE10citations
  • 2015CHANGES OF CONCRETE CHEMICAL COMPOSITION DUE TO THERMAL LOADING DETECTED BY DTA ANALYSIScitations
  • 2015Development of High-Volume High Temperature Fly Ash Concrete1citations

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Hela, Rudolf
15 / 32 shared
Ťažká, Lucia
4 / 9 shared
Meruňka, Milan
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Ťažký, Martin
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Pikna, Ondrej
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Brožovský, Jiří
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Dvořák, Richard
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Chobola, Zdeněk
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Luňák, Miroslav
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Zach, Jiri
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Co-Authors (by relevance)

  • Hela, Rudolf
  • Ťažká, Lucia
  • Meruňka, Milan
  • Ťažký, Martin
  • Pikna, Ondrej
  • Brožovský, Jiří
  • Dvořák, Richard
  • Chobola, Zdeněk
  • Luňák, Miroslav
  • Zach, Jiri
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document

The Effect Of The Addition Of Multi-Walled Carbon Nanotubes On The Properties Of Cementitious Composites

  • Hela, Rudolf
  • Bodnarova, Lenka
Abstract

This paper presents the results of research focused on the application of nanoparticles to cement composites. The effect of the addition of carbon nanotubes (CNT) on the mechanical properties of cement composites has been verified. Five recipes were tested to compare the effectiveness of CNT, one of which served as a reference, and the remaining contained different amounts of CNT (0.001 %, 0.005 %, 0.01 %, and 0.05 % by weight of cement). The compression strength and flexural strength of cementitious composites were monitored. The best results in the determination of the compressive strength were achieved at a rate of 0.01 % CNT for the amount of cement. For flexural strength determination, the best results were achieved with 0.01 % and 0.05 % dose of CNT. The optimal dosing of TNM7 multilayer CNT based on the executed formulations ranged from 0.01 % to 0.05 % by weight of the cement. The CNT dose in order of centesimal per cent of the weight of the cement had a significant effect on the flexural strength (after 28 days an increase of approximately 19 %), as well as on compressive strength, where the compressive strength showed an increase of about 9 % after 28 days.

Topics
  • nanoparticle
  • Carbon
  • nanotube
  • strength
  • composite
  • cement
  • flexural strength