Detección de delaminaciones en puentes de concreto armado usando Termografía Infrarroja

dc.contributor.authorJoaquín Humberto Aquino Rocha
dc.contributor.authorYêda Vieira Póvoas
dc.coverage.spatialBolivia
dc.date.accessioned2026-03-22T14:53:46Z
dc.date.available2026-03-22T14:53:46Z
dc.date.issued2019
dc.descriptionCitaciones: 7
dc.description.abstractThe objective of this study is to evaluate the capability of infrared thermography for delamination detection in different types of concrete. This methodology was experimental, so two test concrete specimens with water/cement ratios (w/c) of 0.50 and 0.60 were prepared, and delaminations were simulated by inserting polystyrene plates (100 100 mm) with different thickness at different depths (25, 50 and 75 mm). The results show that the specimens with lower w/c ratio could detect defects more easily than the specimens with higher w/c ratio. The maximum depth of delamination detected was 50 mm with a minimum thickness of 3 mm. The results also show that morning hours are the best time for detection. However, night-time as an alternative period is presented. This technique is effective for superficial delamination detection, essentially for those elements exposed to sunlight during the day and high relative humidity in the night periods.
dc.identifier.doi10.4067/s0718-50732019000100055
dc.identifier.urihttps://doi.org/10.4067/s0718-50732019000100055
dc.identifier.urihttps://andeanlibrary.org/handle/123456789/49181
dc.language.isoes
dc.publisherPontifical Catholic University of Chile
dc.relation.ispartofRevista de ingeniería de construcción
dc.sourceUniversidad Privada del Valle
dc.subjectHumanities
dc.titleDetección de delaminaciones en puentes de concreto armado usando Termografía Infrarroja
dc.typearticle

Files