Search Results - ("banquete" OR ("concrete" OR "conquer"))

Corrosion of Modified Concrete with Sugar Cane Bagasse Ash by Núñez Jaquez, Rosa E., Buelna Rodríguez, J. E., Barrios Durstewitz, C. P., Gaona Tiburcio, Citlalli, Almeraya Calderón, Facundo

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Splitting test experimental dataset of hollow concrete blocks by Alvarez Pérez, José, Mesa Lavista, Milena, Chávez Gómez, Jorge H., Cavazos de Lira, Diego, Terán Torres, Bernardo Tadeo

“…In this work, a dataset for indirect tensile tests of hollow concrete blocks is obtained. Splitting tests as described in ASTM C-1006-13 are applied. …”
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Statistical Analysis of Factors Influencing Corrosion in Concrete Structures by Nieves Mendoza, Demetrio, Gaona Tiburcio, Citlalli, Hervert Zamora, H.L., Tobias J., R., Castro Borges, Pedro, Colás Ortíz, Rafael, Zambrano Robledo, Patricia del Carmen, Martínez Villafañe, A., Almeraya Calderón, Facundo

“…In the present work, a factorial analysis with subdivided parcels design were conducted to evaluate the corrosion rate behavior of arrangements of protected and not protected steel bars found in reinforced concrete specimens subject to two different aggressive media. …”
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Technology of concrete when pozzolans, slags and chemical admixtures are used by Sin nombre asignado

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Study of mixed integer programming models for the concrete delivery problem by Hernández López, Óscar Alejandro

“…Objectives and Methods of Study: The main objective of this research is the study of Mixed Integer Programming (MIP) formulations for the Concrete Delivery Problem (CDP). Contributions and Conclusions: The main contribution of this thesis is two new compact MIP models. …”
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Filler effect of mineral powders on ultra high performance concrete by Hernández Carrillo, Guillermo

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Electrochemical Characterization of Modified Concretes with Sugar Cane Bagasse Ash by Maldonado Bandala, Erick, Jiménez Quero, V., Olguín Coca, Javier, Lizárraga Mendiola, Liliana Guadalupe, Baltazar Zamora, Miguel Ángel, Ortiz C., A., Almeraya Calderón, Facundo, Zambrano Robledo, Patricia del Carmen, Gaona Tiburcio, Citlalli

“…Corrosion is one of the most serious causes that reduce service life of Reinforced Concrete Structures (RCS). This is why it is necessary to create concrete mixtures that add durability for steel and that reduce impact on the environment. …”
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Relationship between drying rates and mechanical properties in refractory concretes by García Ortiz, Laura Imelda, Guzmán Hernández, Ana María, Gómez Rodríguez, Cristian, González López, Javier Rodrigo, Castillo Rodríguez, Guadalupe Alan

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Relationwship between drying rates and mechanical properties in refractory concretes by García Ortiz, Laura Imelda, Guzmán Hernández, Ana María, Gómez Rodríguez, Cristian, González López, Javier Rodrigo, Castillo Rodríguez, Guadalupe Alan

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Study of mixed integer programming models for the concrete delivery problem by Hernández López, Óscar Alejandro

“…Objectives and Methods of Study: The main objective of this research is the study of Mixed Integer Programming (MIP) formulations for the Concrete Delivery Problem (CDP). Contributions and Conclusions: The main contribution of this thesis is two new compact MIP models. …”
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Filler effect of mineral powders on ultra high performance concrete by Hernández Carrillo, Guillermo

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Relationship between drying rates and mechanical properties in refractory concretes by García-Ortiz, Laura Imelda, Guzmán Hernández, Ana María, Gómez-Rodríguez, Cristian, González López, Javier Rodrigo, Castillo-Rodríguez, Guadalupe Alan

Subjects: “…Refractory concrete…”
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Accelerated and natural carbonation of concretes with internal curing and shrinkage/viscosity modifiers by Durán Herrera, Alejandro, Mendoza Rangel, José Manuel, Santos Rodríguez, Edgar Ulises de los, Vázquez, F., Valdez Tamez, Pedro Leobardo, Bentz, Dale P.

“…Abstract In many parts of the world, corrosion of reinforcing steel in concrete induced by carbonation of the concrete continues to be a major durability concern. …”
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High performance reinforced concrete, corrosion – resistant into aggressive industrial environments by Vázquez Rodríguez, Francisco Javier, De los Santos, Ulises, Mendoza Rangel, José Manuel, Gómez Rodríguez, Cristian, Arato Tovar, Ana María, A. Rodríguez, Edén

“…Reinforced concrete structures exposed to aggressive industrial environments suffer different accelerated deterioration mechanisms. …”
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Chemical Interactions in Reinforced Concrete Exposed at a Tropical Marine Environment by Mendoza Rangel, José Manuel, Castro Borges, Pedro, Quintana Owen, Patricia, Balancan Zapata, Mercedes, Cabrera Madrid, Jesús Alejandro

“…Prediction of concrete structure behavior is complicated by diverse factors, including interaction between elements and concrete compounds, chlorides diffusion through concrete, and compounds formed by corrosion of steel reinforcement. …”
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Finite element modelling to predict reinforced concrete corrosion-induced cracking by Castorena González, José H., Gaona Tiburcio, Citlalli, Bastidas, David M., Núñez Jaquez, Rosa E., Bastidas, José María, Almeraya Calderón, Facundo

“…The obtained FE method is a function of free concrete cover depth (C), reinforcement diameter (D), length of the anodic zone (L), and concrete type. …”
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Electrochemical Evaluation of Reinforcement Concrete Exposed to Soil Type SP Contaminated with Sulphates by Santiago Hurtado, Griselda

“…The concrete used in making specimens of study was designed according to the ACI method 211.1, it was considered to design the concrete mixture a ratio w/c=0.65 (f´c=250 kg/cm2), two types of cement, ordinary portland cement (CPC 30R) and sulphate-resisting cement (CPC 30R RS), in the specimens were embedded as reinforcement bars of steel AISI 1018 and Galvanized steel. …”
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Electrochemical Evaluation of a Stainless Steel as Reinforcement in Sustainable Concrete Exposed to Chlorides by Santiago Hurtado, Griselda

“…Corrosion of steel reinforcement is one of the top three causes of deterioration of reinforced concrete structures. For this research three concrete mixtures were produced, the first concrete was made with 100 % cement CPC 30R, the second mixture was considered sustainable concrete because using 80 % of cement CPC 30R and 20 % of silica fume and the third mixture was elaborated with 80 % of cement CPC 30R and 20 % of fly ash, these mixtures were designed according to the method ACI 211.1, in the specimens were embedded bars of AISI 304 stainless steel and AISI 1018 steel, the specimens were exposed in a solution at 3.5 % of NaCl, simulating a marine environment, for to evaluate the corrosion resistance were used electrochemical techniques of Half-Cell Potential, standard ASTM C-876-09 and the Linear Polarization Resistance, standard ASTM G59, results Ecorr and Icorr after 180 days of exposure show that, the best performance was presented concrete specimens produced with 20 % silica fume and reinforced with AISI 304 stainless steel, with corrosion potential (Ecorr) indicating a 10 % probability of corrosion and Icorr values that indicate a passivity level of corrosion.…”
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Dynamic planning and real-time monitoring of ready-mixed concrete delivery problem by Garza Cavazos, Jorge

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Effect of Cathodic Protection on Reinforced Concrete with Fly Ash Using Electrochemical Noise by García Contreras, Jorge, Gaona Tiburcio, Citlalli, López Cazares, Irene, Sánchez Díaz, Guillermo, Ibarra Castillo, Juan Carlos, Jáquez Muñoz, Jesús Manuel, Nieves Mendoza, Demetrio, Maldonado Bandala, Erick, Olguín Coca, Javier, López León, Luis Daimir, Almeraya Calderón, Facundo

“…This research aimed to study the effect of cathodic protection on reinforced concrete with fly ash using electrochemical noise (EN). …”
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