Evaluation of mass attenuation coefficient of concrete sample for different traits

Concrete is widely used in the world and is the main material for civil construction. Due to its properties, it has different uses such as structural, filling and shielding. The aim of this work is to compare experimental and theoretical mass attenuation coefficient for concrete with different trai...

Full description

Bibliographic Details
Main Authors: Luan Ferreira Bastos, Tâmara Teixeira, Hamilton Gama Filho, Sebastião Calixto, Marcelo Gonçalves, Marcelino dos Anjos, Ricardo Tadeu Lopes, Davi Ferreira de Oliveira
Format: Article
Language:English
Published: Brazilian Radiation Protection Society (Sociedade Brasileira de Proteção Radiológica, SBPR) 2022-12-01
Series:Brazilian Journal of Radiation Sciences
Subjects:
Online Access:https://bjrs.org.br/revista/index.php/REVISTA/article/view/1915
_version_ 1811206713369427968
author Luan Ferreira Bastos
Tâmara Teixeira
Hamilton Gama Filho
Sebastião Calixto
Marcelo Gonçalves
Marcelino dos Anjos
Ricardo Tadeu Lopes
Davi Ferreira de Oliveira
author_facet Luan Ferreira Bastos
Tâmara Teixeira
Hamilton Gama Filho
Sebastião Calixto
Marcelo Gonçalves
Marcelino dos Anjos
Ricardo Tadeu Lopes
Davi Ferreira de Oliveira
author_sort Luan Ferreira Bastos
collection DOAJ
description Concrete is widely used in the world and is the main material for civil construction. Due to its properties, it has different uses such as structural, filling and shielding. The aim of this work is to compare experimental and theoretical mass attenuation coefficient for concrete with different traits and determine the one with the best performance. For this, density, X-ray diffraction, mass attenuation coefficient (experimental with a Cs137 source, simulated by MCNP and theoretical determined with XCOM platform) and compressive strength were determined for three different traits of cement mortar (standardized sand, conventional sand and artificial sand). The X-ray diffraction showed more compounds for artificial sand’s samples. Density showed no significant variation. The samples showed a good agreement for experimental, simulated and theoretical mass attenuation coefficient. Standardized sand’s samples had the best performance for mechanical test, with a compressive strength 47.4% higher than artificial sand’s samples and 38.2% higher than conventional sand’s samples. It is possible to conclude that, since mass attenuation coefficient showed no significant difference, standardized sand’s samples is more indicated to be used for shielding than the others.
first_indexed 2024-04-12T03:51:59Z
format Article
id doaj.art-7c3e7a25cec7485e8882f892d980dfca
institution Directory Open Access Journal
issn 2319-0612
language English
last_indexed 2024-04-12T03:51:59Z
publishDate 2022-12-01
publisher Brazilian Radiation Protection Society (Sociedade Brasileira de Proteção Radiológica, SBPR)
record_format Article
series Brazilian Journal of Radiation Sciences
spelling doaj.art-7c3e7a25cec7485e8882f892d980dfca2022-12-22T03:48:57ZengBrazilian Radiation Protection Society (Sociedade Brasileira de Proteção Radiológica, SBPR)Brazilian Journal of Radiation Sciences2319-06122022-12-01103B10.15392/2319-0612.2022.1915Evaluation of mass attenuation coefficient of concrete sample for different traitsLuan Ferreira BastosTâmara TeixeiraHamilton Gama FilhoSebastião CalixtoMarcelo GonçalvesMarcelino dos AnjosRicardo Tadeu LopesDavi Ferreira de Oliveira Concrete is widely used in the world and is the main material for civil construction. Due to its properties, it has different uses such as structural, filling and shielding. The aim of this work is to compare experimental and theoretical mass attenuation coefficient for concrete with different traits and determine the one with the best performance. For this, density, X-ray diffraction, mass attenuation coefficient (experimental with a Cs137 source, simulated by MCNP and theoretical determined with XCOM platform) and compressive strength were determined for three different traits of cement mortar (standardized sand, conventional sand and artificial sand). The X-ray diffraction showed more compounds for artificial sand’s samples. Density showed no significant variation. The samples showed a good agreement for experimental, simulated and theoretical mass attenuation coefficient. Standardized sand’s samples had the best performance for mechanical test, with a compressive strength 47.4% higher than artificial sand’s samples and 38.2% higher than conventional sand’s samples. It is possible to conclude that, since mass attenuation coefficient showed no significant difference, standardized sand’s samples is more indicated to be used for shielding than the others. https://bjrs.org.br/revista/index.php/REVISTA/article/view/1915cement mortarMCNPmass attenuation coefficientX-ray diffractionXCOM
spellingShingle Luan Ferreira Bastos
Tâmara Teixeira
Hamilton Gama Filho
Sebastião Calixto
Marcelo Gonçalves
Marcelino dos Anjos
Ricardo Tadeu Lopes
Davi Ferreira de Oliveira
Evaluation of mass attenuation coefficient of concrete sample for different traits
Brazilian Journal of Radiation Sciences
cement mortar
MCNP
mass attenuation coefficient
X-ray diffraction
XCOM
title Evaluation of mass attenuation coefficient of concrete sample for different traits
title_full Evaluation of mass attenuation coefficient of concrete sample for different traits
title_fullStr Evaluation of mass attenuation coefficient of concrete sample for different traits
title_full_unstemmed Evaluation of mass attenuation coefficient of concrete sample for different traits
title_short Evaluation of mass attenuation coefficient of concrete sample for different traits
title_sort evaluation of mass attenuation coefficient of concrete sample for different traits
topic cement mortar
MCNP
mass attenuation coefficient
X-ray diffraction
XCOM
url https://bjrs.org.br/revista/index.php/REVISTA/article/view/1915
work_keys_str_mv AT luanferreirabastos evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT tamarateixeira evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT hamiltongamafilho evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT sebastiaocalixto evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT marcelogoncalves evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT marcelinodosanjos evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT ricardotadeulopes evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits
AT daviferreiradeoliveira evaluationofmassattenuationcoefficientofconcretesamplefordifferenttraits