Corrosion of Modified Concrete with Sugar Cane Bagasse Ash

Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction o...
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Autor*in:	R. E. Núñez-Jaquez [verfasserIn] J. E. Buelna-Rodríguez [verfasserIn] C. P. Barrios-Durstewitz [verfasserIn] C. Gaona-Tiburcio [verfasserIn] F. Almeraya-Calderón [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2012

Übergeordnetes Werk:	In: International Journal of Corrosion - Hindawi Limited, 2010, (2012)
Übergeordnetes Werk:	year:2012

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.1155/2012/451864

Katalog-ID:	DOAJ010423176

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allfields_unstemmed	10.1155/2012/451864 doi (DE-627)DOAJ010423176 (DE-599)DOAJef49e2fb00d6421abbea36f28b8f5301 DE-627 ger DE-627 rakwb eng TA401-492 R. E. Núñez-Jaquez verfasserin aut Corrosion of Modified Concrete with Sugar Cane Bagasse Ash 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction of concrete pore size and, consequently, may reduce the corrosion process. The objective of this work is to determine the corrosion rate of steel in reinforced concrete by the addition of 20% sugar cane bagasse ash by weight of cement. Six prismatic specimens (7×7×10 cm) with an embedded steel rod were prepared. Three contained 20% sugar cane bagasse ash by weight of cement and the other three did not. All specimens were placed in a 3.5% NaCl solution and the corrosion rate was determined using polarization resistance. The results showed that reinforced concrete containing sugar cane bagasse ash has the lowest corrosion rates in comparison to reinforced concrete without the additive. Materials of engineering and construction. Mechanics of materials J. E. Buelna-Rodríguez verfasserin aut C. P. Barrios-Durstewitz verfasserin aut C. Gaona-Tiburcio verfasserin aut F. Almeraya-Calderón verfasserin aut In International Journal of Corrosion Hindawi Limited, 2010 (2012) (DE-627)64046775X (DE-600)2583023-5 16879333 nnns year:2012 https://doi.org/10.1155/2012/451864 kostenfrei https://doaj.org/article/ef49e2fb00d6421abbea36f28b8f5301 kostenfrei http://dx.doi.org/10.1155/2012/451864 kostenfrei https://doaj.org/toc/1687-9325 Journal toc kostenfrei https://doaj.org/toc/1687-9333 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2232 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2012
allfieldsGer	10.1155/2012/451864 doi (DE-627)DOAJ010423176 (DE-599)DOAJef49e2fb00d6421abbea36f28b8f5301 DE-627 ger DE-627 rakwb eng TA401-492 R. E. Núñez-Jaquez verfasserin aut Corrosion of Modified Concrete with Sugar Cane Bagasse Ash 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction of concrete pore size and, consequently, may reduce the corrosion process. The objective of this work is to determine the corrosion rate of steel in reinforced concrete by the addition of 20% sugar cane bagasse ash by weight of cement. Six prismatic specimens (7×7×10 cm) with an embedded steel rod were prepared. Three contained 20% sugar cane bagasse ash by weight of cement and the other three did not. All specimens were placed in a 3.5% NaCl solution and the corrosion rate was determined using polarization resistance. The results showed that reinforced concrete containing sugar cane bagasse ash has the lowest corrosion rates in comparison to reinforced concrete without the additive. Materials of engineering and construction. Mechanics of materials J. E. Buelna-Rodríguez verfasserin aut C. P. Barrios-Durstewitz verfasserin aut C. Gaona-Tiburcio verfasserin aut F. Almeraya-Calderón verfasserin aut In International Journal of Corrosion Hindawi Limited, 2010 (2012) (DE-627)64046775X (DE-600)2583023-5 16879333 nnns year:2012 https://doi.org/10.1155/2012/451864 kostenfrei https://doaj.org/article/ef49e2fb00d6421abbea36f28b8f5301 kostenfrei http://dx.doi.org/10.1155/2012/451864 kostenfrei https://doaj.org/toc/1687-9325 Journal toc kostenfrei https://doaj.org/toc/1687-9333 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2232 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2012
allfieldsSound	10.1155/2012/451864 doi (DE-627)DOAJ010423176 (DE-599)DOAJef49e2fb00d6421abbea36f28b8f5301 DE-627 ger DE-627 rakwb eng TA401-492 R. E. Núñez-Jaquez verfasserin aut Corrosion of Modified Concrete with Sugar Cane Bagasse Ash 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction of concrete pore size and, consequently, may reduce the corrosion process. The objective of this work is to determine the corrosion rate of steel in reinforced concrete by the addition of 20% sugar cane bagasse ash by weight of cement. Six prismatic specimens (7×7×10 cm) with an embedded steel rod were prepared. Three contained 20% sugar cane bagasse ash by weight of cement and the other three did not. All specimens were placed in a 3.5% NaCl solution and the corrosion rate was determined using polarization resistance. The results showed that reinforced concrete containing sugar cane bagasse ash has the lowest corrosion rates in comparison to reinforced concrete without the additive. Materials of engineering and construction. Mechanics of materials J. E. Buelna-Rodríguez verfasserin aut C. P. Barrios-Durstewitz verfasserin aut C. Gaona-Tiburcio verfasserin aut F. Almeraya-Calderón verfasserin aut In International Journal of Corrosion Hindawi Limited, 2010 (2012) (DE-627)64046775X (DE-600)2583023-5 16879333 nnns year:2012 https://doi.org/10.1155/2012/451864 kostenfrei https://doaj.org/article/ef49e2fb00d6421abbea36f28b8f5301 kostenfrei http://dx.doi.org/10.1155/2012/451864 kostenfrei https://doaj.org/toc/1687-9325 Journal toc kostenfrei https://doaj.org/toc/1687-9333 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2232 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2012
language	English
source	In International Journal of Corrosion (2012) year:2012
sourceStr	In International Journal of Corrosion (2012) year:2012
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Materials of engineering and construction. Mechanics of materials
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container_title	International Journal of Corrosion
authorswithroles_txt_mv	R. E. Núñez-Jaquez @@aut@@ J. E. Buelna-Rodríguez @@aut@@ C. P. Barrios-Durstewitz @@aut@@ C. Gaona-Tiburcio @@aut@@ F. Almeraya-Calderón @@aut@@
publishDateDaySort_date	2012-01-01T00:00:00Z
hierarchy_top_id	64046775X
id	DOAJ010423176
language_de	englisch
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callnumber-first	T - Technology
author	R. E. Núñez-Jaquez
spellingShingle	R. E. Núñez-Jaquez misc TA401-492 misc Materials of engineering and construction. Mechanics of materials Corrosion of Modified Concrete with Sugar Cane Bagasse Ash
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topic_title	TA401-492 Corrosion of Modified Concrete with Sugar Cane Bagasse Ash
topic	misc TA401-492 misc Materials of engineering and construction. Mechanics of materials
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title	Corrosion of Modified Concrete with Sugar Cane Bagasse Ash
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title_full	Corrosion of Modified Concrete with Sugar Cane Bagasse Ash
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author_browse	R. E. Núñez-Jaquez J. E. Buelna-Rodríguez C. P. Barrios-Durstewitz C. Gaona-Tiburcio F. Almeraya-Calderón
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title_sort	corrosion of modified concrete with sugar cane bagasse ash
callnumber	TA401-492
title_auth	Corrosion of Modified Concrete with Sugar Cane Bagasse Ash
abstract	Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction of concrete pore size and, consequently, may reduce the corrosion process. The objective of this work is to determine the corrosion rate of steel in reinforced concrete by the addition of 20% sugar cane bagasse ash by weight of cement. Six prismatic specimens (7×7×10 cm) with an embedded steel rod were prepared. Three contained 20% sugar cane bagasse ash by weight of cement and the other three did not. All specimens were placed in a 3.5% NaCl solution and the corrosion rate was determined using polarization resistance. The results showed that reinforced concrete containing sugar cane bagasse ash has the lowest corrosion rates in comparison to reinforced concrete without the additive.
abstractGer	Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction of concrete pore size and, consequently, may reduce the corrosion process. The objective of this work is to determine the corrosion rate of steel in reinforced concrete by the addition of 20% sugar cane bagasse ash by weight of cement. Six prismatic specimens (7×7×10 cm) with an embedded steel rod were prepared. Three contained 20% sugar cane bagasse ash by weight of cement and the other three did not. All specimens were placed in a 3.5% NaCl solution and the corrosion rate was determined using polarization resistance. The results showed that reinforced concrete containing sugar cane bagasse ash has the lowest corrosion rates in comparison to reinforced concrete without the additive.
abstract_unstemmed	Concrete is a porous material and the ingress of water, oxygen, and aggressive ions, such as chlorides, can cause the passive layer on reinforced steel to break down. Additives, such as fly ash, microsilica, rice husk ash, and cane sugar bagasse ash, have a size breakdown that allows the reduction of concrete pore size and, consequently, may reduce the corrosion process. The objective of this work is to determine the corrosion rate of steel in reinforced concrete by the addition of 20% sugar cane bagasse ash by weight of cement. Six prismatic specimens (7×7×10 cm) with an embedded steel rod were prepared. Three contained 20% sugar cane bagasse ash by weight of cement and the other three did not. All specimens were placed in a 3.5% NaCl solution and the corrosion rate was determined using polarization resistance. The results showed that reinforced concrete containing sugar cane bagasse ash has the lowest corrosion rates in comparison to reinforced concrete without the additive.
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title_short	Corrosion of Modified Concrete with Sugar Cane Bagasse Ash
url	https://doi.org/10.1155/2012/451864 https://doaj.org/article/ef49e2fb00d6421abbea36f28b8f5301 http://dx.doi.org/10.1155/2012/451864 https://doaj.org/toc/1687-9325 https://doaj.org/toc/1687-9333
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up_date	2024-07-03T14:45:02.170Z
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Corrosion of Modified Concrete with Sugar Cane Bagasse Ash

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