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Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete

Effects of aggregate size on the mechanical properties of lightweight concrete (LC) were investigated. Four gradings of lightweight aggregate (LWA) were designed and used to prepare the specimens for compressive strength, splitting tensile strength, and flexural strength tests. An estimating method...

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Detalles Bibliográficos
Autores principales: Wei, Hui, Liu, Yang, Wu, Tao, Liu, Xi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7143055/
https://www.ncbi.nlm.nih.gov/pubmed/32183197
http://dx.doi.org/10.3390/ma13061314
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author Wei, Hui
Liu, Yang
Wu, Tao
Liu, Xi
author_facet Wei, Hui
Liu, Yang
Wu, Tao
Liu, Xi
author_sort Wei, Hui
collection PubMed
description Effects of aggregate size on the mechanical properties of lightweight concrete (LC) were investigated. Four gradings of lightweight aggregate (LWA) were designed and used to prepare the specimens for compressive strength, splitting tensile strength, and flexural strength tests. An estimating method for compressive strength of LC was then established. The compressive strength of tested LC was up to 95 MPa at 90-day curing time. The test results suggested that the absence of medium-size particles decreased the compaction of LC, therefore the density and compressive strength were negatively affected. Specimens having single size of aggregate showed lower splitting tensile and flexural strengths than that having three sizes of LWA. The parameters of the estimating model were determined according to the test results, and the compressive strength predictions of estimation model were compared with the results from other literature.
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spelling pubmed-71430552020-04-14 Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete Wei, Hui Liu, Yang Wu, Tao Liu, Xi Materials (Basel) Article Effects of aggregate size on the mechanical properties of lightweight concrete (LC) were investigated. Four gradings of lightweight aggregate (LWA) were designed and used to prepare the specimens for compressive strength, splitting tensile strength, and flexural strength tests. An estimating method for compressive strength of LC was then established. The compressive strength of tested LC was up to 95 MPa at 90-day curing time. The test results suggested that the absence of medium-size particles decreased the compaction of LC, therefore the density and compressive strength were negatively affected. Specimens having single size of aggregate showed lower splitting tensile and flexural strengths than that having three sizes of LWA. The parameters of the estimating model were determined according to the test results, and the compressive strength predictions of estimation model were compared with the results from other literature. MDPI 2020-03-13 /pmc/articles/PMC7143055/ /pubmed/32183197 http://dx.doi.org/10.3390/ma13061314 Text en © 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Wei, Hui
Liu, Yang
Wu, Tao
Liu, Xi
Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete
title Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete
title_full Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete
title_fullStr Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete
title_full_unstemmed Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete
title_short Effect of Aggregate Size on Strength Characteristics of High Strength Lightweight Concrete
title_sort effect of aggregate size on strength characteristics of high strength lightweight concrete
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7143055/
https://www.ncbi.nlm.nih.gov/pubmed/32183197
http://dx.doi.org/10.3390/ma13061314
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