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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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Hendriks, Max
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (11/11 displayed)
- 2024Dynamic stiffness parameter assessment of cracked reinforced concrete beamscitations
- 2023X-ray micro-tomographic imaging and modelling of saline ice properties in concrete frost salt scaling experimentscitations
- 2022Revisiting concrete frost salt scalingcitations
- 2022An evaluation of the ice melting during concrete-ice abrasion experimentcitations
- 2022Lattice modeling and testing of aerated autoclaved concrete infilled framescitations
- 2020Inspection and assessment of corrosion in pretensioned concrete bridge girders exposed to coastal climatecitations
- 2019Topography studies of concrete abraded with icecitations
- 2018Concrete-ice abrasioncitations
- 2017Numerical modelling and seismic analysis of Dutch masonry structural components and buildings
- 2016Evaluation and improvement of calculation methods for large-scale concrete structures in service limit states
- 2012A tool for concrete performance assessment for ASR affected structures: An outlook
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article
An evaluation of the ice melting during concrete-ice abrasion experiment
Abstract
The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range of 9–35 μm. The experimental conditions were: 1 MPa ice pressure, ambient temperature −10 °C, average sliding velocity 0–0.16 m/s. Using the experimental logs, we balance the heat transfer in the ice-concrete contact zone to compute the amount of molten ice. The average melting of ice varies from 3 to 29% of total ice consumption. The highest melting rate of ice corresponded to the lowest ice consumption and lower average abrasion of concrete. The theoretical calculations are validated against benchmarked commercial software with an in-house melting model.