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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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Triantafillou, Thanasis
University of Patras
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (39/39 displayed)
- 2024Diagonal Compression Tests on Unfired and Fired Masonry Wallettes Retrofitted with Textile-Reinforced Alkali-Activated Mortarcitations
- 2023Optimal design of ferronickel slag alkali-activated mortar for repair exposed to high thermal loadcitations
- 2023Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortarscitations
- 2023RESIDUAL PERFORMANCE OF ALKALI-ACTIVATED TRM AFTER EXPOSURE TO HIGH TEMPERATURES
- 2023Innovative Retrofitting of RC Structures Using Textile-Reinforced Alkali-Activated or Cement-Based Mortar Overlays
- 2022Seismic Behavior of Repaired and Externally FRP-Jacketed Short Columns Built with Extremely Low-Strength Concretecitations
- 2022Mechanical behavior of textile reinforced alkali-activated mortar based on fly ash, metakaolin and ladle furnace slagcitations
- 2022Rapid Heating of Textile Reinforced Concrete
- 2022Optimal Design of Ferronickel Slag Alkali-Activated Material for High Thermal Load Applications Developed by Design of Experimentcitations
- 2022Vulnerability assessment of an innovative precast concrete sandwich panel subjected to the ISO 834 firecitations
- 2022Tensile Performance of Textile-Reinforced Concrete after Fire Exposure: Experimental Investigation and Analytical Approachcitations
- 2021State-of-the-art review on experimental investigations of textile-reinforced concrete exposed to high temperaturescitations
- 2020Carbon Textile Reinforced Concrete at ambient and high temperatures
- 2019Effect of pre-damage on the seismic behaviour of FRP retrofitted sub-standard short columns
- 2018Innovative Seismic Isolation of Masonry Infills in Steel Frames using Cellular Materials at the Frame-Infill Interfacecitations
- 2018Innovative seismic isolation of masonry infills using cellular materials at the interface with the surrounding RC framescitations
- 2018Investigation of the bond properties between textile reinforced concrete and extruded polystyrene foam
- 2016Strengthening of Existing Masonry Structurescitations
- 2015Damage detection of reinforced concrete elements retrofitted with FRP by using a wireless measurement system
- 2015Damage detection of reinforced concrete columns retrofitted with FRP jackets by using PZT sensorscitations
- 2014Simulation of PZT monitoring of reinforced concrete beams retrofitted with CFRPcitations
- 2013Use of anchors in shear strengthening of reinforced concrete T-beams with FRPcitations
- 2013Fibre-reinforced polymer reinforcement enters fib Model Code 2010citations
- 2012Use of anchors in shear strengthening of reinforced concrete T-beams with FRP
- 2012Round Robin Test for composite-to-brick shear bond characterizationcitations
- 2009Optimum design of one way concrete slabs cast against Textile Reinforced Concrete Stay-in-Place Formwork Elements
- 2009Innovative Seismic Retrofitting of RC Columns Using Advanced Composites
- 2009Flexural strengthening of reinforced concrete columns with near-surface-mounted FRP or stainless steel
- 2008Textile reinforced mortar (TRM) versus FRP as strengthening material of URM wallscitations
- 2008Innovative seismic upgrading of RC columns in flexure with NSM reinforcement and textile-based jacketing
- 2007Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM wallscitations
- 2005Masonry confinement with fiber-reinforced polymerscitations
- 2004Analysis and minimum cost design of concrete sandwich panels under out-of-plane loadingcitations
- 2004Fiber-reinforced polymer retrofitting of rectangular reinforced concrete columns with or without corrosion
- 2003Experimental investigation of FRP-strengthened RC beam-column jointscitations
- 2002Shear transfer capacity along pumice aggregate concrete and high-performance concrete interfacescitations
- 2002Analysis of FRP-strengthened RC beam-column jointscitations
- 2002Minimum cost design of concrete sandwich panels made of HPC faces and PAC corecitations
- 2000Composites as Strengthening Materials of Concrete Structures
Places of action
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document
Damage detection of reinforced concrete columns retrofitted with FRP jackets by using PZT sensors
Abstract
<p>In this paper lead zirconate titanate transducers (PZT) are employed for damage detection of four reinforced concrete (RC) column specimens retrofitted with carbon fiber reinforced polymer (CFRP) jackets. A major disadvantage of FRP jacketing in RC members is the inability to inspect visually if the concrete substrate is damaged and in such case to estimate the extent of damage. The parameter measured during uniaxial compression tests at random times for known strain values is the real part of the complex number of the Electromechanical Admittance (Conductance) of the sensors, obtained by a PXI platform. The transducers are placed in specific positions along the height of the columns for detecting the damage in different positions and carrying out conclusions for the variation of the Conductance in relation to the position the failure occurred. The quantification of the damage at the concrete substrate is achieved with the use of the root-mean-square-deviation (RMSD) index, which is evaluated for the corresponding strain values. The experimental results provide evidence that PZT transducers are sensitive to damage detection from an early stage of the experiment and that the use of PZT sensors for monitoring and detecting the damage of FRP-retrofitted reinforced concrete members, by using the Electromechanical Admittance (EMA) approach, can be a highly promising method.</p>