3931 Reinforced Concrete Durability and its Relation with the Environment - Project Duracon - in the Chihuahua City, Mexico

Monday, October 6, 2008: 1:00 PM
Laughlin I (Flamingo Las Vegas)
Facundo Almeraya-Calderon , Centro de Investigacion en Materiales Avanzados. (Advanced Materials Research Center), Chihuahua, Mexico
Orozco Victor , Chihuahua, Advanced Materials Research Center, Chihuahua, Mexico
Chacon Jose , Chihuahua, Advanced Materials Research Center, Chihuahua, Mexico
Adan Borunda , Chihuahua, Advanced Materials Research Center, Chihuahua, Mexico
Carlos Beltran , Centro de Investigacion en Materiales Avanzados. (Advanced Materials Research Center), Chihuahua, Mexico
Ing. Selene Ochoa , Centro de Investigacion en Materiales Avanzados. (Advanced Materials Research Center), Chihuahua, Mexico
Daniela Lujan , Centro de Investigacion en Materiales Avanzados. (Advanced Materials Research Center), Chihuahua, Mexico
Martinez Alberto , Chihuahua, Advanced Materials Research Center, Chihuahua, Mexico
This work forms part of the project DURACON, which, search to characterize the durability of concrete exposed in environmental conditions in Latin America, basing on the exposition of armed test probes.  Being the material that is presented in this work, the results obtained to the exposition during 60 months in the Chihuahua City, Mexico.  Two types of concrete were designed (water/cement ratio 0.65 and 0.45) and, three covering thicknesses (1.5, 2.0 and 3.0 cm).  The trials were centered principally in the measure of the corrosion kinetics of the armors, by means the corrosion potentials and Lineal Polarization Resistance (LPR).  The Chihuahua City is considered an urban-industry zone with a temperature of 20 °C and HR of 37% annual average.  The results obtained show a tendency to the pasivation of the reinforcement rods given that the values of the corrosion potentials oscillate around the 100 mV vs Cu/CuSO4 electrodes and the value of the corrosion kinetics around 0.07 mA/cm2, itself not observed any influence of the covering thickness in the values of the corrosion potential and kinetic. A smaller corrosion kinetic in the 0,45 water/cement ratio be observed, but without coming to be considerable.