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      Efecto de las condiciones de superficie en obra sobre el coeficiente de fricción estático de materiales metálicos Translated title: Site surface conditions effects on the static friction coefficient for metallic materials

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          Abstract

          Resumen: Se propone una metodología para cuantificar variaciones del coeficiente de fricción estático µ debido a diferentes condiciones de superficie en obra para materiales metálicos con radio de dureza ρ = 0.5 - 2.9. ρ es definido como la relación entre la dureza del material y la del Acero A36. Para cada material, 7 probetas fueron consideradas en las condiciones de obra “limpia”, “comprada”, “pulida” y “corroída”. Los resultados muestran que respecto a la condición “limpia”, si las superficies se mantienen como compradas, µ puede incrementarse o reducirse hasta el 20%, si las superficies se pulen, µ puede incrementarse hasta el 37% y si las superficies se corroen µ puede incrementarse hasta el 410% para ratas de corrosión entre 90 - 670µm/año. Los resultados también muestran que para superficies limpias y para ρ ≤ 1.7, µ es dependiente de ρ y para ρ > 1.7, µ es aproximadamente constante. Un modelo que predice la variación de µ para las condiciones de superficie en obra consideradas fue propuesto.

          Translated abstract

          Abstract: A methodology for quantifying the variation of the static friction coefficient µ due to different site surface conditions, and for metallic materials with hardness ratios ρ = 0.5 - 2, is proposed. ρ is defined as the ratio between the material hardness and the A36 steel hardness. For each material, 7 coupons were considered in the site conditions “clean”, “bought”, “polished” and “corroded”. Results show if surfaces are kept as “bought”, µ may increase or decrease up to 20%, if surfaces are polished, µ may increases up to 37%, and if surfaces are corroded µ may increases up to 410% when considering corrosion rates of 90 - 670 µm/year. These increments or reductions were calculated respect to the site condition “clean”. Results also show for “clean” surfaces and for ρ ≤ 1.7, µ is dependent on ρ, for ρ > 1.7, µ is approximately constant. A model for quantifying variations of µ for the considered site surface conditions was proposed.

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          Most cited references14

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          The Friction and Lubrication of Solids

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            Leonardo da Vinci׳s studies of friction

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              Principles of Passive Supplemental Damping and Seismic Isolation

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                Author and article information

                Journal
                ric
                Revista ingeniería de construcción
                Rev. ing. constr.
                Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción (Santiago, , Chile )
                0718-5073
                August 2023
                : 38
                : 2
                : 275-293
                Affiliations
                [1] Caldas orgnameUniversidad Nacional de Colombia Colombia
                Article
                S0718-50732023000200275 S0718-5073(23)03800200275
                10.7764/ric.00069.21
                93c22ea2-7570-4640-9d80-1113a2f5a2b3

                This work is licensed under a Creative Commons Attribution 4.0 International License.

                History
                : 02 June 2023
                : 30 December 2022
                Page count
                Figures: 0, Tables: 0, Equations: 0, References: 14, Pages: 19
                Product

                SciELO Chile

                Categories
                ARTÍCULOS

                Friction coefficient,Hardness ratio,Corrosion,Site conditions,Metallic materials,Radio de dureza,Corrosión,Condiciones de obra,Coeficiente de fricción estático,Materiales metálicos

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