Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica

Present technology has been evaluated greatly over the past decades, where new particles are being designed and fabricated to fulfill specific needs. The field of nano- and micromaterials has prospered in many disciplines. It has been recently used in reinforced concrete in the production of high-st...

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Autores principales:	Rakesh Kancharla, Venkata Rao Maddumala, T. V. N. Prasanna, Lokaiah Pullagura, Ratna Raju Mukiri, M. Viju Prakash
Formato:	article
Lenguaje:	EN
Publicado:	Hindawi Limited 2021
Materias:	Technology (General) T1-995
Acceso en línea:	https://doaj.org/article/ef97207740754f64b13ba867037c62d4
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spelling	oai:doaj.org-article:ef97207740754f64b13ba867037c62d42021-11-22T01:11:09ZFlexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica1687-412910.1155/2021/1754325https://doaj.org/article/ef97207740754f64b13ba867037c62d42021-01-01T00:00:00Zhttp://dx.doi.org/10.1155/2021/1754325https://doaj.org/toc/1687-4129Present technology has been evaluated greatly over the past decades, where new particles are being designed and fabricated to fulfill specific needs. The field of nano- and micromaterials has prospered in many disciplines. It has been recently used in reinforced concrete in the production of high-strength, high-performance concrete. Microsilica (MS) and nanosilica (NS) particles have proven to be highly profitable to the concrete mix. Concrete has become denser with considerable improvement in their mechanical characteristics, particularly compressive strength. This proposed method includes a comparative study of the flexural bending behavior of conventional reinforced concrete (without MS or NS) slabs with other slabs. Each has various mixes of MS and NS particles incorporated into the concrete mix. The material content utilized in the slabs is kept constant by replacing a portion of the cement with an equivalent amount of either NS or MS particles or both. MS particles are altered from 0, 5, and 10% while NS particles are altered from 0, 0.5, and 1.0%. It cracks the widths and has higher final load-bearing capacity.Rakesh KancharlaVenkata Rao MaddumalaT. V. N. PrasannaLokaiah PullaguraRatna Raju MukiriM. Viju PrakashHindawi LimitedarticleTechnology (General)T1-995ENJournal of Nanomaterials, Vol 2021 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	Technology (General) T1-995
spellingShingle	Technology (General) T1-995 Rakesh Kancharla Venkata Rao Maddumala T. V. N. Prasanna Lokaiah Pullagura Ratna Raju Mukiri M. Viju Prakash Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica
description	Present technology has been evaluated greatly over the past decades, where new particles are being designed and fabricated to fulfill specific needs. The field of nano- and micromaterials has prospered in many disciplines. It has been recently used in reinforced concrete in the production of high-strength, high-performance concrete. Microsilica (MS) and nanosilica (NS) particles have proven to be highly profitable to the concrete mix. Concrete has become denser with considerable improvement in their mechanical characteristics, particularly compressive strength. This proposed method includes a comparative study of the flexural bending behavior of conventional reinforced concrete (without MS or NS) slabs with other slabs. Each has various mixes of MS and NS particles incorporated into the concrete mix. The material content utilized in the slabs is kept constant by replacing a portion of the cement with an equivalent amount of either NS or MS particles or both. MS particles are altered from 0, 5, and 10% while NS particles are altered from 0, 0.5, and 1.0%. It cracks the widths and has higher final load-bearing capacity.
format	article
author	Rakesh Kancharla Venkata Rao Maddumala T. V. N. Prasanna Lokaiah Pullagura Ratna Raju Mukiri M. Viju Prakash
author_facet	Rakesh Kancharla Venkata Rao Maddumala T. V. N. Prasanna Lokaiah Pullagura Ratna Raju Mukiri M. Viju Prakash
author_sort	Rakesh Kancharla
title	Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica
title_short	Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica
title_full	Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica
title_fullStr	Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica
title_full_unstemmed	Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica
title_sort	flexural behavior performance of reinforced concrete slabs mixed with nano- and microsilica
publisher	Hindawi Limited
publishDate	2021
url	https://doaj.org/article/ef97207740754f64b13ba867037c62d4
work_keys_str_mv	AT rakeshkancharla flexuralbehaviorperformanceofreinforcedconcreteslabsmixedwithnanoandmicrosilica AT venkataraomaddumala flexuralbehaviorperformanceofreinforcedconcreteslabsmixedwithnanoandmicrosilica AT tvnprasanna flexuralbehaviorperformanceofreinforcedconcreteslabsmixedwithnanoandmicrosilica AT lokaiahpullagura flexuralbehaviorperformanceofreinforcedconcreteslabsmixedwithnanoandmicrosilica AT ratnarajumukiri flexuralbehaviorperformanceofreinforcedconcreteslabsmixedwithnanoandmicrosilica AT mvijuprakash flexuralbehaviorperformanceofreinforcedconcreteslabsmixedwithnanoandmicrosilica
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Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica

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