Development of an Embedded Sensor Holder for Concrete Structures Monitoring
The concrete material presents a different behaviour in compression and in tension. Its tension resistance is, approximately, ten times less than the compression one. So it is very common to see cracks in reinforced concrete structures in service conditions. The deformation field presents a discontinuity in each crack zone. This fact leads to the motivation of conceiving and developing a new sensor holder which main objective is to guarantee that the measurements of concrete deformation may be performed either in compression or in tension with or without concrete cracking. Sensor holders are an efficient and robust way to apply sensors for concrete structures monitoring. Such holders may be considered as an interface system, between the sensor and the involving material. The sensors can be introduced in concrete structures during the execution process, in a way that an internal measurement of the parameter is realized [1]. The main objectives of the sensor holders are: (i) offer an adequate robustness against possible damages that can occur during the structure execution process; (ii) protect against chemical attacks during the service life; (iii) guarantee a representative deformation measurement of the involving concrete; (iv) measure any deformation induced to the holder and also, v) prevent that the constituent material rigidity do not modify the local deformation of concrete [1]. To fulfil the referred main objectives two types of sensor holders are preferred for embedding into concrete. One of them is designated as of I type, characterized by a high diameter of their extremities in respect to the cylindrical body. The other one is designated by W type, which is characterized by roughness body with a constant diameter. Lesoille et al [2] performed a numerical study where this two type of sensor holders were compared. According to that, sensor holders of type I and constituted by one single material, are very sensible to the adhesion conditions of the interface sensor holder – involving material. This phenomenon is amplified when the holder is made of steel. The sensor holder of type W presents symmetric behaviour in compression and tension. However, such holders only work with sensors that are able to integrate the deformation throughout the whole length. For all studied holders the sensors are fixed inside for all length. Another kind of sensor holders, are the ones in which the sensors are fixed in it extremities being free in the remaining zone. Those holders are usually of I type, made of steel and adherent to the involving material. For such holders it is verified that when long term monitoring is performed the sensor, under tension, tends to relax diminishing its sensitivity. This type of holders is generally used with vibrating wire sensors [3].
Bridge deflection evaluation using strain and rotation measurements
Monitoring systems currently applied to concrete bridges include strain gauges, inclinometers, accelerometers and displacement transducers. In general, vertical displacements are one of the parameters that more often need to be assessed because their information reflects the overall response of the bridge span. However, the implementation of systems to continuously and directly observe vertical displacements is known to be difficult. On the other hand, strain gauges and inclinometers are easier to install, but their measurements provide no more than indirect information regarding the bridge deflection. In this context, taking advantage of the information collected through strain gauges and inclinometers, and the processing capabilities of current computers, a procedure to evaluate bridge girder deflections based on polynomial functions is presented. The procedure has been implemented in an existing software system - MENSUSMONITOR -, improving the flexibility in the data handling and enabling faster data processing by means of real time visualization capabilities. Benefiting from these features, a comprehensive analysis aiming at assessing the suitability of polynomial functions as an approximate solution for deflection curves, is presented. The effect of boundary conditions and the influence of the order of the polynomial functions on the accuracy of results are discussed. Some recommendations for further instrumentation plans are provided based on the results of the present analysis. This work is supported throughout by monitoring data collected from a laboratory beam model and two full-scale bridges.
A bifunctional Cr/Yb/Tm:Ca3Ga2Ge3O12 phosphor with near-infrared long-lasting phosphorescence and upconversion luminescence.
Currently, upconversion nanocrystals and long-lasting phosphorescent particles have attracted extensive research interest for their possible applications as bioimaging probes. However, there are few reports concerning the achievement of both upconversion luminescence of lanthanide ions and long-lasting phosphorescence of transition metal ions in a sole host so far. Herein, we demonstrate a novel calcium gallium germanium garnet (Ca3Ga2Ge3O12) host where lanthanide ions such as Tm(3+)/Yb(3+) and transition metal ions such as Cr(3+) can be easily incorporated through substituting the Ca(2+) and Ga(3+) respectively. This Cr/Yb/Tm:Ca3Ga2Ge3O12 phosphor exhibits both broadband near-infrared long-lasting phosphorescence of Cr(3+) with an afterglow time of more than 7000 s and near-infrared to near-infrared upconversion luminescence of Tm(3+). Impressively, it is evidenced that the addition of Yb(3+)/Tm(3+) into Cr:Ca3Ga2Ge3O12 not only results in Tm(3+) upconversion luminescence but also greatly increases Cr(3+) afterglow time. Based on excitation/emission, three-dimensional thermoluminescence, and time-resolved luminescence spectra, the related long-lasting phosphorescence and upconversion luminescent mechanisms are systematically discussed as well.