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].
Parametric Study to Evaluate the Geometry and Coupling Effect on the Efficiency of a Novel FMM Tool Embedded in Cover Concrete for Corrosion Monitoring
Rebar corrosion represents a major threat to the durability of reinforced concrete structures, primarily in marine environments. Various Non-Destructive Evaluations (NDE) have been developed to detect rebar corrosion; although most of these have delivered successful results, a lack of reliable techniques for proper corrosion prognosis still remains. Under the French Research Agency (ANR) project’s “LabCom OHMIGOD” framework, we introduce here a novel embedded tool to evaluate the level of cover concrete contamination from aggressive agents responsible for causing corrosion. This tool is divided into two parts: a reactive part exposed to corrosion, and a permanent part protected against corrosion. Using magnetic materials in both parts entails “Functional Magnetic Materials” (FMM) and generates a Magnetic Observable (MO). Through the evolution of corrosion on the reactive part, its magnetic properties become affected, which in turn modifies the MO. By means of regular monitoring of MO variations, it is possible to evaluate the aggressive agent ingress. Consequently, by using a variety of FMM tools placed at different concrete depths, it is possible to indirectly evaluate the rebar corrosion risk. This paper presents a numerical model of the tool employing Ansys software. The underlying objective is to investigate tool accuracy through its key parameters, namely, geometry, relative distance to the receiver, coupling effect, and border effect from the rebar. Simulation results demonstrate that by choosing an efficient geometry for the reactive part (25 mm × 25 mm × 1 mm) and position for the tool (between 1 and 3 mm), both a sufficient MO variation range and a negligible coupling effect can be obtained when the FMM is more than 5 cm from any ferromagnetic material.
The microscale obstacle-resolving meteorological model MITRAS v2.0: model theory
Abstract. This paper describes the developing theory and underlying
processes of the microscale obstacle-resolving model MITRAS version 2. MITRAS
calculates wind, temperature, humidity, and precipitation fields, as well as
transport within the obstacle layer using Reynolds averaging. It explicitly
resolves obstacles, including buildings and overhanging obstacles, to
consider their aerodynamic and thermodynamic effects. Buildings are
represented by impermeable grid cells at the building positions so that the
wind speed vanishes in these grid cells. Wall functions are used to calculate
appropriate turbulent fluxes. Most exchange processes at the obstacle
surfaces are considered in MITRAS, including turbulent and radiative
processes, in order to obtain an accurate surface temperature. MITRAS is also
able to simulate the effect of wind turbines. They are parameterized using
the actuator-disk concept to account for the reduction in wind speed. The
turbulence generation in the wake of a wind turbine is parameterized by
adding an additional part to the turbulence mechanical production term in the
turbulent kinetic energy equation. Effects of trees are considered
explicitly, including the wind speed reduction, turbulence production, and
dissipation due to drag forces from plant foliage elements, as well as the
radiation absorption and shading. The paper provides not only
documentation of the model dynamics and numerical framework but also a solid
foundation for future microscale model extensions.
