Magnel Laboratory for Concrete Research

Gent, Belgium

Magnel Laboratory for Concrete Research

Gent, Belgium
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Van Tittelboom K.,Magnel Laboratory for Concrete Research | Snoeck D.,Magnel Laboratory for Concrete Research | Gruyaert E.,Magnel Laboratory for Concrete Research | Debbaut B.,Magnel Laboratory for Concrete Research | And 5 more authors.
Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015 | Year: 2016

After several years of research in the Magnel Laboratory (Belgium) to obtain concrete with self-healing properties, the most promising selfhealing approaches were tested on a larger scale (150 mm ×250 mm ×3000 mm beams). The first self-healing approach, consisted of the incorporation of encapsulated healing agent (SHC-PU). A one-component polyurethane was encapsulated by tubular glass capsules, which were embedded inside the concrete matrix. In total 350 capsules, filled with polyurethane, were prepared and positioned within the mould by means of a network of wires attached through the walls of the mould 10 mm below the top. As soon as cracks appear in the hardened concrete matrix, the brittle glass capsules, which are crossed by one of these cracks, will break. Due to capillary action, the healing agent will be released from the capsules and will be drawn into the crack. There, the agent will contact moisture inside the pores of the cementitious matrix causing a foaming reaction and hardening of the agent, finally leading to autonomous crack repair. The second self-healing approach which was ready to be tested on a larger scale, consisted of the use of hydrogels or superabsorbent polymers (SAPs, SHC-SAP). These were added to the concrete upon mixing. This self-healing mechanism is not immediately activated at the moment cracks appear but requires water ingress into the cracks to become active. When water enters into the cracks, contact with the SAP particles near the crack surface will result in immediate swelling of the particles and thus blockage of the crack. However, over time the particles will release their water content again so the crack blocking effect will be gone but on the other hand the slowly released water will become available to the cementitious matrix and will result in permanent crack closure by further hydration of unhydrated cement particles and calcium carbonate precipitation of leached calcium hydroxide if also carbon dioxide is available within the crack. To evaluate the autonomous crack healing efficiency, a comparison was made with a reference beam (REF), containing no embedded self-healing approach. © 2016 Taylor & Francis Group, London.


Ramirez A.M.,Magnel Laboratory for Concrete Research | Demeestere K.,Research Group EnVOC | De Belie N.,Magnel Laboratory for Concrete Research | Mantyla T.,Tampere University of Technology | Levanen E.,Tampere University of Technology
Building and Environment | Year: 2010

This work presents promising results for air purification by heterogeneous photocatalysis on new titanium dioxide loaded cementitious materials. A set of eight concretes and plasters is enriched with TiO2 photocatalyst by dip-coating and/or sol-gel methods. First, the macro-structural features of the cementitious materials have been studied in terms of porosity and roughness. The first parameter has been determined using mercury intrusion porosimetry or by vacuum saturation, and ranged between 9 and 75%, with the highest values obtained for autoclaved aerated white concrete. Surface roughness, determined by laser profilometry, has been characterized by the Ra factor. This expresses the mean deviation of the profile from the centre line and ranged between 0.7 and 252 μm, with the highest value obtained for conventional grey concrete finished with surface brush. Secondly, the weathering resistance of the TiO2 coatings has been determined by exposing them to different abrasive conditions and by performing SEM-Edax analyses to measure quantitatively the coating's titanium content. Hereby, it is shown that high porosity and roughness are favourable for TiO2 particles retention. Finally, the preliminary air purification potential of both dip-coated and sol-gel coated TiO2 enriched concrete samples has been investigated on lab-scale using toluene as a model pollutant. High removal efficiencies (up to 86%) were obtained with the dip-coated samples, indicating their attractive photocatalytic properties for future application as air purifying building materials. © 2009 Elsevier Ltd. All rights reserved.


Lesage K.,Catholic University of Leuven | Cizer O.,Catholic University of Leuven | De Schutter G.,Ghent University | De Schutter G.,Magnel Laboratory for Concrete Research | And 3 more authors.
American Concrete Institute, ACI Special Publication | Year: 2012

Calcium nitrate (CN) has been used as a cement hydration accelerator in varying dosages in order to explore its potential to compensate hydration retardation caused by a polycarboxylic ether (PCE) superplasticizer. The initial setting time, obtained from Vicat needle penetration tests, was found to decrease for increasing CN dosage until 4 percent of the cement mass was added. For dosages beyond this amount, the initial setting time slightly increased. The detected alite and aluminate hydration products appeared to have an influence on the structure evolution during setting. It is assumed that the AFt needles destruct the C-S-H network, which could lead to lower needle penetration resistance.


Korte S.,University College Ghent | Korte S.,Magnel Laboratory for Concrete Research | Boel V.,University College Ghent | Boel V.,Magnel Laboratory for Concrete Research | And 3 more authors.
Concrete Repair, Rehabilitation and Retrofitting III - Proceedings of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2012 | Year: 2012

It is well known that many civil engineering constructions, such as roads, bridges, beam cranes, marine and off-shore structures may experience fatigue loading which can cause failure at a stress level much lower than in case of a single static load. Continuous degradation of the concrete during the loading process, due to propagation of microscopic cracks in the cement matrix and consequent strength decrease, may lead to extreme deformation and excessive crack widths, followed by structural collapse. This phenomenon is extensively documented in literature for normal, Vibrated Concrete (VC), whereas this is not so for Self-Compacting Concrete (SCC). Since both concrete types have a substantially different composition, it is unsure whether their mechanical properties regarding fracture behaviour and fatigue resistance are similar or not. In this paper the results of static and dynamic four point bending loading tests (with stress levels from 0.10f cc to 0.80f cc) on reinforced concrete beams are reported. For comparison purposes 50% of the specimens is made from VC and 50% from SCC. During the static and fatigue tests, deflection, strain, crack width evolution and failure mechanism are observed. Subsequently, further analysis is carried out and both types of concrete are compared. The results determine that differences in deflection, strain, and crack pattern are present. Definite conclusions regarding the number of cycles to failure, however, cannot be drawn, given the scatter on these results. For that, further research will be needed. © 2012 Taylor & Francis Group.


Yuan Q.,Central South University | Yuan Q.,Magnel Laboratory for Concrete Research | Shi C.,Hunan University | De Schutter G.,Magnel Laboratory for Concrete Research | And 2 more authors.
Journal of Materials in Civil Engineering | Year: 2011

Chloride-induced corrosion is the most important durability issue in a reinforced-concrete structure. In this paper, the multispecies model was used to describe the chloride transport in saturated concrete. The model was solved by using the finite-difference method by inputting parameters such as porosity, density, chemical composition of pore solution, diffusion coefficient, and chloride-binding isotherm. A depth-dependent diffusion coefficient, instead of a fixed diffusion coefficient, was used in this model. The chloride-binding isotherm was directly obtained from the diffusion test. Finally, the numerical simulation results were validated with experimental results. It was found that the numerical simulation results were in good agreement with the experimental results. © 2011 American Society of Civil Engineers.


Wang J.Y.,Magnel Laboratory for Concrete Research | Wang J.Y.,Bioscience Technology | Van Tittelboom K.,Magnel Laboratory for Concrete Research | De Belie N.,Magnel Laboratory for Concrete Research | Verstraete W.,Bioscience Technology
2nd International Conference on Sustainable Construction Materials and Technologies | Year: 2010

Concrete is a construction material that is used world-wide because of its first-rate properties. However, the drawback of this material is that it easily cracks due to its low tensile strength. As large costs are involved in crack repair, the potential of self-healing of these cracks by means of calcium carbonate (CaCO 3) precipitating bacteria was investigated in this study. First, the survival of the bacteria was tested. Next, the optimal concentrations of bacterial cells, urea and Ca 2+ were determined in order to obtain a maximum amount of CaCO 3 precipitation. Finally, self-healing of cracks in mortar specimens, by means of bacteria, was investigated. Glass tubes, containing the healing agent were provided inside the mortar matrix. Upon crack occurrence, the tubes break and the healing agent, consisting of a filler material and bacteria, is released into the crack and can cause crack repair. Strength regain up to 60% was thus observed due to self-healing.


Annerel E.,Magnel Laboratory for Concrete Research | Taerwe L.,Magnel Laboratory for Concrete Research
Concrc - Proceedings of Concrete Solutions, 4th International Conference on Concrete Repair | Year: 2012

Generally, concrete structures behave very well during a fire. After a fire, it could be of economical interest to reuse the structure after appropriate repair based on reliable assessment of the strength properties. This paper demonstrates how the strength may be assessed from drilled cores by measuring the weight increase of the concrete after water immersion. Furthermore, the effect on the remaining strength of a change of heating rate, duration at target temperature, water cooling and post-cooling storage is studied. Considering the effect of the storage period, a stress/strain model is developed for both traditional and self-compacting concrete. © 2012 Taylor & Francis Group.


Gruyaert E.,Magnel Laboratory for Concrete Research | De Belie N.,Magnel Laboratory for Concrete Research
Concrete Repair, Rehabilitation and Retrofitting III - Proceedings of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2012 | Year: 2012

Concrete containing Supplementary Cementitious Materials (SCMs) such as Fly-Ash (FA) or Blast-Furnace Slag (BFS) shows a slower development of its microstructure when compared to mixes with Ordinary Portland Cement (OPC). However, concrete properties are mostly evaluated at the age of 28 days and also accelerated durability tests may start at that age. Therefore, it may be questioned whether the durability of concrete with SCMs is not underestimated when the attack in an accelerated test is concentrated in the initial stage of its lifetime, when its properties have not yet fully developed. On the other hand, when tests are started at later age, e.g. 6 months, one may criticize that in reality the concrete may undergo some degradation already before that age. Therefore, an alternative approach is suggested, in which degradation curves from accelerated tests starting at various ages are first converted to those corresponding with a real environment. Then, the degradation kinetics at different ages are combined into one final degradation curve. This principle is illustrated with data from accelerated carbonation tests in a 10 vol% CO 2 atmosphere, carried out after 1, 3, 6 or 18 months of curing. The results are used to judge whether carbonation-initiated corrosion is a risk for the structure within its life span. In another approach to compare concrete with SCMs to OPC concrete, some researchers have attempted to determine k-values for fly ash, silica fume and slag with regard to different degradation mechanisms (mainly chloride ingress and carbonation). These k-values may also be time-dependent. An attempt was made to calculate k-values for slag with regard to chloride migration based on experimental test results using a graphical method. The obtained k-values are critically discussed. © 2012 Taylor & Francis Group.


Van Den Heede P.,Magnel Laboratory for Concrete Research | Maes M.,Magnel Laboratory for Concrete Research | Gruyaert E.,Magnel Laboratory for Concrete Research | De Belie N.,Magnel Laboratory for Concrete Research
International Journal of Environment and Sustainable Development | Year: 2012

Nowadays, more attention is being paid to sustainability in construction. Over the years, the concrete research community has developed a wide range of potential 'green' concretes. To reduce cement related CO2 emissions, a considerable part of the traditional binder can be replaced with industrial by-products. However, as a result of the current focus on comparative durability assessment based on accelerated tests, sufficient knowledge on the actual service life and sustainability of these materials is still lacking. In this paper, we combined both approaches for concrete exposed to chlorides. Different mixes were subjected to a rapid chloride migration test. With the results obtained, probabilistic service life prediction was done. This service life together with the material's strength was used as input for life cycle assessment of an axially loaded column. Results show that the environmental impact of fly ash and slag concrete is less than half the impact of traditional concrete. Copyright © 2012 Inderscience Enterprises Ltd.

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