| People | Locations | Statistics |
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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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Trník, Anton
Constantine the Philosopher University in Nitra
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (25/25 displayed)
- 2022Determination of Time Domain Reflectometry Surface Sensors Sensitivity Depending on Geometry and Material Moisturecitations
- 2019Preparation and Characterization of Novel Plaster with Improved Thermal Energy Storage Performancecitations
- 2016Hydration of blended cement pastes containing waste ceramic powder as a function of agecitations
- 2016Energy-efficient thermal treatment of sewage sludge for its application in blended cementscitations
- 2016High-temperature testing of high performance fiber reinforced concretecitations
- 2016High Temperature Exposure of HPC – Experimental Analysis of Residual Properties and Thermal Responsecitations
- 2016Simultaneous Differential Scanning Calorimetry and Thermogravimetric Analysis of Portland Cement as a Function of Agecitations
- 2016Thermal analysis of high-performance mortar containing burnt clay shale as a partial portland cement replacement in the temperature range up to 1000 °Ccitations
- 2016DSC and TG Analysis of a Blended Binder Based on Waste Ceramic Powder and Portland Cementcitations
- 2016UHPFRC at high temperatures – Simultaneous thermal analysis and thermodilatometrycitations
- 2016Modified lime-cement plasters with enhanced thermal and hygric storage capacity for moderation of interior climatecitations
- 2016Thermal Properties of Cement Based Composites with Municipal Solid Waste Incinerator Fly Ash Accessed by Two Different Transient Methodscitations
- 2015Phase Change Materials: A Prospective Solution for Surface Layers of Building Envelopes
- 2015Simultaneous DSC and TG analysis of high-performance concrete containing natural zeolite as a supplementary cementitious materialcitations
- 2015Study of Mass Changes of Cement Pastes as a Function of Age Using Thermogravimetry
- 2015Characterization of a lime-pozzolan plaster containing phase change materialcitations
- 2015Thermogravimetry of Portland Cement from Argentina and Czech Republiccitations
- 2015Thermal Properties of High-Performance Concrete Containing Fine-Ground Ceramics as a Partial Cement Replacementcitations
- 2015Application of isothermal calorimetry and thermal analysis for the investigation of calcined gypsum–lime–metakaolin–water systemcitations
- 2014Determination of the equivalent thermal conductivity of complex material systems with large-scale heterogeneitiescitations
- 2014Relationship between Pore Size Distribution and Mechanical Properties of Porous Sedimentary Rockscitations
- 2014A Comparative Study on Thermal Properties of Two Types of Concrete Containing Fine Ceramic Waste and Burnt Clay Shale as a Supplementary Materialcitations
- 2013Experimental Investigation of the Properties of Lime-Based Plaster-Containing PCM for Enhancing the Heat-Storage Capacity of Building Envelopescitations
- 2013High Temperature Testing of Cement Mortar Containing MSWI Bottom Ashcitations
- 2012Apparent Thermal Properties of Phase-Change Materials: An Analysis Using Differential Scanning Calorimetry and Impulse Methodcitations
Places of action
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article
Determination of Time Domain Reflectometry Surface Sensors Sensitivity Depending on Geometry and Material Moisture
Abstract
<jats:p>The article concerns the electric techniques of moisture detection that are based on the evaluation of the apparent permittivity of the tested medium. The main goal of the research was to evaluate the non-invasive Time Domain Reflectometry (TDR) sensors’ sensitivity by measuring the span of elements and material moisture. To that aim, two non-invasive sensor designs were investigated for their sensitivity in the evaluation of the apparent permittivity value of aerated concrete. Sensors A and B were characterized by the spacing between the measuring elements equal to 30 mm and 70 mm, respectively. The tested samples differed in moisture, ranging between 0 and 0.3 cm3/cm3 volumetric water content. Within the research, it was stated that in the case of the narrower sensor (A), the range of the sensor equals about 30 mm, and in the case of the wider design (B), it equals about 50 mm. Additionally, it was stated that material moisture influences the range of sensor influence. In the case of the dry and low-saturated material, it was not possible to evaluate the range of sensor sensitivity using the adopted method, whereas the range of sensor signal influence was visible for the moist material.</jats:p>