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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Raupach, Michael
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (18/18 displayed)
- 2023Application of electrochemical methods for studying steel corrosion in alkali-activated materialscitations
- 2023Applicability of the formation factor for different alternative binder types investigated on mortarscitations
- 2023Application of electrochemical methods for studying steel corrosion in alkali‐activated materialscitations
- 2023Eignung des RCM‐Versuchs zur Bestimmung des Chloridmigrationskoeffizienten in Mörteln aus alternativen Bindemittelncitations
- 2023Interlaboratory comparison for quantitative chlorine analysis in cement pastes with laser induced breakdown spectroscopycitations
- 2023Interlaboratory comparison for quantitative chlorine analysis in cement pastes with laser induced breakdown spectroscopycitations
- 2022Investigations on the Experimental Setup for Testing the Centric Tensile Strength According to ASTM C307 of Mineral-based Materialscitations
- 2022Analysis of Curing and Mechanical Performance of Pre-Impregnated Carbon Fibers Cured within Concretecitations
- 2022Influence of Selected Impregnation Materials on the Tensile Strength for Carbon Textile Reinforced Concrete at Elevated Temperaturescitations
- 2022Hydration and Carbonation of Alternative Binderscitations
- 2022Methods for characterising the steel–concrete interface to enhance understanding of reinforcement corrosion:a critical review by RILEM TC 262-SCIcitations
- 2022Methods for characterising the steel–concrete interface to enhance understanding of reinforcement corrosion: a critical review by RILEM TC 262-SCIcitations
- 2022Methods for characterising the steel–concrete interface to enhance understanding of reinforcement corrosioncitations
- 2011Brandverhalten textilbewehrter Bauteile
- 2008Study of the bond in textile reinforced concrete: influence of matrix and interface modification
- 2007Durability aspects of AR-glass-reinforcement in textile reinforced concrete, Part 2: Modelling and exposure to outdoor weatheringcitations
- 2005Durability modelling of glass fibre reinforcement in cementitious environmentcitations
- 2003Measurement of the Durability of Glass Fibre Reinforced Concrete and Influence of Matrix Alkalinitycitations
Places of action
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article
Interlaboratory comparison for quantitative chlorine analysis in cement pastes with laser induced breakdown spectroscopy
Abstract
Concrete structures experience severe damage during service, for example due to pitting corrosion of rebars caused by the ingress of chlorine (Cl) into the porous concrete structure. The ingress can be monitored using laser-induced breakdown spectroscopy (LIBS), a recently introduced civil engineering technique used to detect Cl in concrete structures in addition to conventional wet chemistry methods. The key advantages of LIBS are high spatial resolution, which is important when analyzing heterogeneous concrete samples, as well as the almost complete absence of sample preparation. To assess LIBS as a reliable analytical method, its accuracy and robustness must be carefully tested. This paper presents the results of an interlaboratory comparison on the analysis of Cl in cement paste samples conducted by 12 laboratories in 10 countries. Two sets of samples were prepared with Cl content ranging from 0.06 to 1.95 wt% in the training set and 0.23–1.51 wt% in the test set, with additional variations in the type of cement and Cl source (salt type). The overall result shows that LIBS is suitable for the quantification of the studied samples: the average relative error was generally below 15%. The results demonstrate the true status quo of the LIBS method for this type of analysis, given that the laboratories were not instructed on how to perform the analysis or how to process the data.