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    Influence of the roughening method, joint configuration and adhesive thickness on the shear strength of ferritic stainless steel surfaces joined by methyl methacrylate por Cruz González, Celso E., Mosquera Artamonov, José Daniel, Santillán, Saúl D., Gámez Cuatzin, Hugo

    Publicado 2018
    “…ABSTRACT: Surface roughening, joint configuration, and adhesive thickness were selected as factors to analyze, by using a 23 design of experiments, the adhesive joint of AISI 430 steel using Methyl Methacrylate. …”
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    Characterization of Corrosion Behavior of Painted Galvanized Steel under Accelerated Conditions por Vázquez Rodríguez, Francisco Javier, De La Garza Garza, M., Gaona Tiburcio, Citlalli, Maldonado Bandala, Erick, Baltazar Zamora, Miguel Ángel, Garza C. R. de, J., García, R.O., Garza Montes de Oca, Nelson Federico, Ramírez R., J.L., Almeraya Calderón, Facundo

    Publicado 2015
    “…In the present study three systems of carbon steel (1008) are evaluated, which were provide of two corrosion control methods, barrier and cathodic protection (painted and galvanized respectively) commonly used in the construction industry. …”
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    A discussion about the rod position in the splitting tensile tests on hollow concrete blocks por Chávez Gómez, Jorge Humberto, Alvarez Pérez, José, Mesa Lavista, Milena, Fajardo San Miguel, Gerardo, Cavazos de Lira, Diego, González Alcorta, Ricardo

    Publicado 2023
    “…The main result was that the splitting test over the net area with the rod positioned in the longitudinal direction can overestimate the tensile strength by more than 21% of the one over the gross area.…”
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    Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete por Valdez Aguilar, José Abelardo, Juárez Alvarado, César Antonio, Mendoza Rangel, José Manuel, Terán Torres, Bernardo Tadeo

    Publicado 2021
    “…The aim of this research was to determine analytically and experimentally the effect of the addition of the steel fibers on the performance of the post-cracking stage on fiber-reinforced concrete, by studying four notch-to-depth ratios of 0, 0.08, 0.16, and 0.33. …”
    Enlace del recurso
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