5 years of in situ reinforcement corrosion monitoring in the splash and submerged zone of a cracked concrete element

2021 ◽  
Vol 285 ◽  
pp. 122923 ◽  
Author(s):  
A. Michel ◽  
H.E. Sørensen ◽  
M.R. Geiker
2019 ◽  
Vol 38 (3) ◽  
Author(s):  
Ricardo C. Jacques ◽  
Henrique H. de Oliveira ◽  
Rafael W. F. dos Santos ◽  
Thomas G. R. Clarke

2008 ◽  
Vol 399 ◽  
pp. 153-160 ◽  
Author(s):  
Katrien Audenaert ◽  
Liviu Marsavina ◽  
Geert de Schutter

Chloride initiated reinforcement corrosion is the main durability problem for concrete structures in a marine environment. If the chlorides reach the reinforcement steel, it will depassivate and start to corrode in presence of air and water. Since the corrosion products have a larger volume than the initial products, concrete stresses are induced, leading to spalling and degradation of the concrete structures. If cracks, caused by early drying, thermal effects, shrinkage movements or overstress, are present in the concrete, the penetration of chlorides is much faster compared to uncracked concrete. In this way, the corrosion process is initiated earlier and the service life is decreasing drastically. In order to study the influence of existing cracks in concrete structures on the penetration of chlorides a test program was set up at the Magnel Laboratory for Concrete Research of Ghent University, Belgium in cooperation with the “Politehnica” University of Timisoara, Romania. The first part of the test program consists of concrete specimens with artificial cracks. The chloride penetration into the concrete was realised with a non-steady state migration test and modelled with the finite element method COSMOS/FFE Thermal software. Based on the experimental and numerical results, a crack influencing factor was determined. With this factor, the resulting service life of the cracked concrete construction is determined and compared with the original service life.


Author(s):  
Florian Hiemer ◽  
Sylvia Keßler ◽  
Christoph Gehlen

<p>Infrastructural buildings are subject to a high risk of reinforcement corrosion resulting from de- icing salts. A lot of effort is put in the design of these buildings in order to minimize this risk and ensure the durability during their service life. However, the evaluation of the effectiveness of these measures as well as the resulting corrosion state is an essential but critical part in the assessment of the structural condition. Therefore a versatile corrosion monitoring system was developed, which can be retrofitted in structures which are subject to a certain corrosion risk. In a first case study this monitoring system was installed in two parking structures in southern Germany which were subject to cracks in the concrete cover, combined with a chloride exposure during winter periods. All basic electrochemical parameters of reinforcement corrosion could be measured allowing for an evaluation of the corrosion development before and after the coating measure. The principle of the monitoring system proved to be an effective tool and can be used in a wide range of structures (bridges, parking garages etc.).</p>


Sensors ◽  
2009 ◽  
Vol 9 (12) ◽  
pp. 10400-10410 ◽  
Author(s):  
Xinxin Fu ◽  
Junhua Dong ◽  
Enhou Han ◽  
Wei Ke

2020 ◽  
Vol 259 ◽  
pp. 119574 ◽  
Author(s):  
Fabien Bernachy-Barbe ◽  
Takwa Sayari ◽  
Véronique Dewynter-Marty ◽  
Valérie L'Hostis

Sensors ◽  
2021 ◽  
Vol 21 (19) ◽  
pp. 6334
Author(s):  
Tim Savill ◽  
Eifion Jewell

A review is carried out in this paper into techniques that currently exist for, of have the potential to be used for, monitoring the performance of organic coating. Specific attention is paid to the applicability of each method to pre-finished steel used in the construction industry as these are rarely monitored in situ and their expected performance is often only estimated from lab-based accelerated corrosion testing. Monitoring could allow more accurate estimates of building cladding lifespan and required maintenance schedules; provide customers with active performance data; additionally, with a better understanding of performance, more appropriate coatings or coating weights could be selected for a construction project, offering economic benefits as part of smart building developments. An introduction to coatings, their use for corrosion protection, failure mechanisms, and relevant monitoring techniques is given before current assessment techniques are described in terms of their working principles. Examples of recent work are presented for the techniques that have been investigated for monitoring or directly relatable purposes. The review concludes that there are several good reasons why an optimum corrosion monitoring technology does not currently exist, however, promising research is emerging in the field of wireless and embedded sensor design which is providing optimistic results.


2021 ◽  
Author(s):  
Junwen Dai ◽  
◽  
Ahmed E. Fouda ◽  

Monitoring the integrity of well casings is vital for oil and gas well management, which can help maintain production levels, reduce maintenance cost, and protect surrounding environment. An electromagnetic pipe inspection tool with multiple transmitter and receiver arrays operating at multiples frequencies was designed to accurately estimate the individual wall thicknesses of up to five nested pipes. Data acquired from this tool was originally processed based on an axis-symmetric forward model to invert for wall thicknesses of individual pipes. Such processing workflow is only applicable to a typical well completion with a single production tubing inside multiple nested casings. However, in a scenario with dual completions, two production tubings are generally installed to produce from more than one production zone. The presence of more than one tubing breaks the axial-symmetry of the completion structure. In this paper, we propose a new workflow to process data from electromagnetic tools for the application of integrity inspection of non-nested tubulars. A yard test with full-scale mockup demonstrates the performance of the tool. The proposed workflow, including data calibration and model-based inversion, can estimate the magnetic permeability and electrical conductivity of the pipes, along with wall thicknesses, and eccentricity of the tubings with respect to the innermost casing. An in-situ calibration method is applied to mitigate interference from one tubing when the tool is logged inside the other tubing. Model-based inversion enables an accurate estimation of the thickness of outer casings along with the eccentricity of the tubings. In addition, a two-dimensional inversion algorithm is shown to provide more accurate assessment of small corrosion spots. In the yard test, a 150 ft-long mockup includes two strings of 2⅞-in. tubings and two outer casings with four machined defects with different sizes. Logging inside each of the tubing strings was performed, and the two logs are processed to obtain the thicknesses of the tubings, outer casings as well as the eccentricity of the tubings. The inversion results reveal that the tool can accurately detect various kinds of defects on outer casings from one single log, even in the presence of a second tubing. The measurements show that the interference from the adjacent tubing is minimal and its impact on the inversion result can be well mitigated by employing the in-situ calibration. The consistent results from two logs run in each tubing string suggests that it is sufficient to run the tool in only one of the tubing strings, if the goal is solely to inspect corrosion in the outer casings. The techniques presented enable pipe integrity monitoring with a single run inside any one of the tubings and without pulling out any pipes. The data processing workflow based on two-dimensional inversion yields more accurate estimation, which provides critical information to significantly improve the efficiency of well intervention operations, therefore minimizing non-productive time and cost.


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