Strength characteristics of fiber-reinforced light shotcrete

The article presents the regularities of the flexural and compressive strength variation, as well as the energy intensity of destruction of light heat-shielding vermiculite concrete, depending on the content of polypropylene or basalt fiber. The paper stresses that the greatest increase in flexural...

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Published in:E3S Web of Conferences
Main Authors: Alekseev Konstantin, Kurilko Alexsandr
Format: Article in Journal/Newspaper
Language:English
French
Published: EDP Sciences 2020
Subjects:
Online Access:https://doi.org/10.1051/e3sconf/202019201020
https://doaj.org/article/ce5863cd6693464bb78ccc3b5a3b0172
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spelling ftdoajarticles:oai:doaj.org/article:ce5863cd6693464bb78ccc3b5a3b0172 2023-05-15T17:57:53+02:00 Strength characteristics of fiber-reinforced light shotcrete Alekseev Konstantin Kurilko Alexsandr 2020-01-01T00:00:00Z https://doi.org/10.1051/e3sconf/202019201020 https://doaj.org/article/ce5863cd6693464bb78ccc3b5a3b0172 EN FR eng fre EDP Sciences https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/52/e3sconf_pcdg2020_01020.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202019201020 https://doaj.org/article/ce5863cd6693464bb78ccc3b5a3b0172 E3S Web of Conferences, Vol 192, p 01020 (2020) heat-shieldingshotcrete permafrost zone polypropylene fiber basalt fiber composite material flexural and compressive strength energy intensity of destruction Environmental sciences GE1-350 article 2020 ftdoajarticles https://doi.org/10.1051/e3sconf/202019201020 2022-12-31T13:45:48Z The article presents the regularities of the flexural and compressive strength variation, as well as the energy intensity of destruction of light heat-shielding vermiculite concrete, depending on the content of polypropylene or basalt fiber. The paper stresses that the greatest increase in flexural strength of 40% is observed at the polypropylene or basalt fiber that the greatest increase in flexural strength of 40% is observed at the polypropylene or basalt fiber of 2 and 2-4% respectively. As the basalt fiber content increases from 1 to 4%, the compressive strength increases from 42 to 83%. The resistance of vermiculite concrete to dynamic bending loads when the polypropylene fiber ranges from 0.5 to 2% by a factor of 2.5 4.2. With basalt fiber content of 1 to 4% the energy intensity of destruction increases 1.5 2.5 times.Specific energy intensity of destruction of samples reinforced with basalt fiber increases by 2.3 ÷ 2.7 times during volumetric destruction of the specimens under study on a vertical pile driver. The regularities obtained in the course of the studies indicate that fiber reinforcement of light heat-shielding vermiculite concrete increase its strength characteristics and thereby expand the scope of its application. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles E3S Web of Conferences 192 01020
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
French
topic heat-shieldingshotcrete
permafrost zone
polypropylene fiber
basalt fiber
composite material
flexural and compressive strength
energy intensity of destruction
Environmental sciences
GE1-350
spellingShingle heat-shieldingshotcrete
permafrost zone
polypropylene fiber
basalt fiber
composite material
flexural and compressive strength
energy intensity of destruction
Environmental sciences
GE1-350
Alekseev Konstantin
Kurilko Alexsandr
Strength characteristics of fiber-reinforced light shotcrete
topic_facet heat-shieldingshotcrete
permafrost zone
polypropylene fiber
basalt fiber
composite material
flexural and compressive strength
energy intensity of destruction
Environmental sciences
GE1-350
description The article presents the regularities of the flexural and compressive strength variation, as well as the energy intensity of destruction of light heat-shielding vermiculite concrete, depending on the content of polypropylene or basalt fiber. The paper stresses that the greatest increase in flexural strength of 40% is observed at the polypropylene or basalt fiber that the greatest increase in flexural strength of 40% is observed at the polypropylene or basalt fiber of 2 and 2-4% respectively. As the basalt fiber content increases from 1 to 4%, the compressive strength increases from 42 to 83%. The resistance of vermiculite concrete to dynamic bending loads when the polypropylene fiber ranges from 0.5 to 2% by a factor of 2.5 4.2. With basalt fiber content of 1 to 4% the energy intensity of destruction increases 1.5 2.5 times.Specific energy intensity of destruction of samples reinforced with basalt fiber increases by 2.3 ÷ 2.7 times during volumetric destruction of the specimens under study on a vertical pile driver. The regularities obtained in the course of the studies indicate that fiber reinforcement of light heat-shielding vermiculite concrete increase its strength characteristics and thereby expand the scope of its application.
format Article in Journal/Newspaper
author Alekseev Konstantin
Kurilko Alexsandr
author_facet Alekseev Konstantin
Kurilko Alexsandr
author_sort Alekseev Konstantin
title Strength characteristics of fiber-reinforced light shotcrete
title_short Strength characteristics of fiber-reinforced light shotcrete
title_full Strength characteristics of fiber-reinforced light shotcrete
title_fullStr Strength characteristics of fiber-reinforced light shotcrete
title_full_unstemmed Strength characteristics of fiber-reinforced light shotcrete
title_sort strength characteristics of fiber-reinforced light shotcrete
publisher EDP Sciences
publishDate 2020
url https://doi.org/10.1051/e3sconf/202019201020
https://doaj.org/article/ce5863cd6693464bb78ccc3b5a3b0172
genre permafrost
genre_facet permafrost
op_source E3S Web of Conferences, Vol 192, p 01020 (2020)
op_relation https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/52/e3sconf_pcdg2020_01020.pdf
https://doaj.org/toc/2267-1242
2267-1242
doi:10.1051/e3sconf/202019201020
https://doaj.org/article/ce5863cd6693464bb78ccc3b5a3b0172
op_doi https://doi.org/10.1051/e3sconf/202019201020
container_title E3S Web of Conferences
container_volume 192
container_start_page 01020
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