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Dive into the research topics where Francisco Presuel-Moreno is active.

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Featured researches published by Francisco Presuel-Moreno.


Transportation Research Record | 2011

Effects of Concrete Mix on Initiation of Reinforcement Corrosion and Chloride Threshold Level

Hui Yu; Baotong Lu; Francisco Presuel-Moreno; Wei Zheng

The time-to-corrosion initiation (Ti) of reinforcement and the chloride threshold content (Cth) of a series of G109 concrete slabs were experimentally investigated. Results indicate that Ti is increased by decreasing water-to-cement ratio or increasing cement alkalinity. The effects of a superplasticizer on initiation of corrosion of reinforcing steel bars (rebar) depend on concrete mix. Measurements reveal that chloride contents at both active (anodic) and passive (cathodic) sites increase linearly with the logarithm of Ti regardless of concrete mix, whereas chloride contents measured at anodic sites are always greater than at cathodic sites. Defects at or nearby corrosion anodic spots could facilitate chloride accumulation: rebar corrosion would occur earlier than if no defect were present. Further analysis reveals that the weakest-link theory is applicable to predict the probability of initiation of rebar corrosion, as indicated by the Weibull distributions of Ti and Cth.


Key Engineering Materials | 2016

Effect of w/cm and Composition on Correlations of Concrete Electrical Resistivity and Chloride Migration Coefficients

Francisco Presuel-Moreno

The performance with regard to chloride penetration of specimens made with three base compositions (supplementary cementitious materials: 20% fly ash, 20% fly ash + 8% silica fume, and 50% slag replacement by weight of cement), and water-to-cementitious ratios of 0.35, 0.41, or 0.47 were investigated here. In this investigation, laboratory experiments were carried out to study the correlation between electrical resistivity and non-steady state chloride ion migration coefficients (Dnssm) of concrete. NT Build 492 was used to determine chloride migration coefficients. Rapid migration tests and resistivity measurements were performed several times over two years, and the non-steady state migration coefficient (Dnssm) vs. resistivity values were correlated. Experimental results show that a good correlation was found between electrical resistivity and Dnssm. Based on the relationships developed from this investigation, it appears that the correlations are age and composition dependent.


Construction and Building Materials | 2013

Effect of curing regime on concrete resistivity and aging factor over time

Francisco Presuel-Moreno; Yu-You Wu; Y. Liu


Construction and Building Materials | 2013

Numerical modeling of the effects of rebar presence and/or multilayered concrete resistivity on the apparent resistivity measured via the Wenner method

Francisco Presuel-Moreno; Y. Liu; Yu-You Wu


Corrosion | 2009

Understanding The Effect Of Rebar Presence And/Or Multilayered Concrete Resistivity On The Apparent Surface Resistivity Measured Via The Four-Point Wenner Method

Francisco Presuel-Moreno; Y. Liu; Mario Paredes


Corrosion | 2007

Investigation of Crevice Corrosion of AISI 316 Stainless Steel and Ni-Cr-Mo Alloy 625 Using Coupled Multi-Electrode Arrays

Florent Bocher; Noah D. Budiansky; John R. Scully; Francisco Presuel-Moreno


Corrosion | 2016

Characterization of Concrete and Corrosion of Steel Fibers Embedded in Dry-Cast Concrete Pipe

Francisco Presuel-Moreno


Corrosion | 2012

Temperature Effect On Electrical Resistivity Measurements On Mature Saturated Concrete

Francisco Presuel-Moreno; Y. Liu


Corrosion | 2017

Monitoring Rebar Corrosion Propagation Embedded in Concrete

Francisco Presuel-Moreno; Manzurul Nazim


Archive | 2016

Concrete Pipe - Electrochemical Cell, Phase II

Francisco Presuel-Moreno; Hariharan Balasubramanian; Bongjoon Seo; Brian Weber

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Yu-You Wu

Florida Atlantic University

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Y. Liu

Florida Atlantic University

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Brian Weber

Florida Atlantic University

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James Zielske

Florida Atlantic University

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Mario Paredes

Florida Department of Transportation

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A. Suarez

Florida Atlantic University

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Baotong Lu

Southwest Research Institute

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