Effect of slenderness ratio on compressive strength value of alkali-activated aluminosilicate composite with ceramic and fly ash precursor
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU150109" target="_blank" >RIV/00216305:26110/23:PU150109 - isvavai.cz</a>
Result on the web
<a href="https://pubs.aip.org/aip/acp/article/2950/1/020009/2928758/Effect-of-slenderness-ratio-on-compressive" target="_blank" >https://pubs.aip.org/aip/acp/article/2950/1/020009/2928758/Effect-of-slenderness-ratio-on-compressive</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/5.0180791" target="_blank" >10.1063/5.0180791</a>
Alternative languages
Result language
angličtina
Original language name
Effect of slenderness ratio on compressive strength value of alkali-activated aluminosilicate composite with ceramic and fly ash precursor
Original language description
The standard test method for the compressive strength of the cylindrical specimens represents one of the ways to characterize building materials. The test results depend on the ratio of the specimen’s length to cylinder diameter (slenderness ratio). This relation is well known and researched for typical building materials (concrete, mortars) and some rocks. The respective standards recommend ways to solve this problem (e.g., using the slenderness correction factors). The situation is different for newly developed and non-traditional materials. Therefore, this paper deals with the effect of the slenderness ratio on the compressive strength value of selected fine-grained alkali-activated aluminosilicate composites: i) with a ceramic precursor, and ii) with fly ash. In total, 25 specimens with a diameter of 50 mm were tested for each investigated material. For the standard test method for compressive strength determination, six sets of specimens were prepared. Each set of specimens differed in the slenderness ratio, which was set to 0.5, 1.0, 1.5, 2.0, 2.5, and 3.0. Based on the obtained compressive strength vs. the slenderness ratio relationship, the selected specimens were analyzed and characterized with the use of 3D high-resolution X-ray computed tomography.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/8J22AT008" target="_blank" >8J22AT008: Mechanical fracture quantification of role of hemp fibres on self- healing processes in selected composites (KvaRK)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach
Others
Publication year
2023
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Structural and Physical Aspects of Construction Engineering 2022 (SPACE 2022)
ISBN
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ISSN
1551-7616
e-ISSN
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Number of pages
10
Pages from-to
1-10
Publisher name
AIP Publishing
Place of publication
Melville
Event location
Štrbské Pleso
Event date
Oct 12, 2022
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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