| 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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Curbach, Manfred
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (43/43 displayed)
- 2024Effect of shear reinforcement and external strengthening with strain-hardening cement-based composites (SHCC) on the impact resistance of reinforced concrete beamscitations
- 2024Numerical material testing of mineral-impregnated carbon fiber reinforcement for concretecitations
- 2024New Approaches to 3D Non-Crimp Fabric Manufacturing
- 2023Ballistic limit and damage assessment of hybrid fibre-reinforced cementitious thin composite plates under impact loadingcitations
- 2023Vacuum-Assisted Die Casting Method for the Production of Filigree Textile-Reinforced Concrete Structurescitations
- 2023Carbon reinforced concrete exposed to high temperaturescitations
- 2022Macro and meso analysis of cement-based materials subjected to triaxial and uniaxial loading using X-ray microtomography and digital volume correlationcitations
- 2022DeepC3000 – large corrosion-free pressure housing made of ultra-high performance concrete (UHPC) for depths up to 3,000 mcitations
- 2022Advanced carbon reinforced concrete technologies for façade elements of nearly zero-energy buildingscitations
- 2022Dynamic beam-end tests: Investigation using split Hopkinson barcitations
- 2022Development of load-bearing shell-type trc structures – initial numerical analysis
- 2022Experimental determination of sectional forces in impact testscitations
- 2022An ultra-light carbon concrete bridge: From design to realisation
- 2021Impaktsicherheit von Baukonstruktionen durch mineralisch gebundene Kompositecitations
- 202111. Symposium Experimentelle Untersuchungen von Baukonstruktionen
- 2021Spallationsversuche von Faserbetonprobekörpern im Split-Hopkinson-Bar
- 2021Stützvorrichtung und Verfahren zur Herstellung einer textilen Querkraftbewehrung, Querkraftbewehrung und Betonbauteil
- 2021Staircase system made of carbon reinforced concrete (CRC)
- 2021Mechanical behavior of strain-hardening cement-based composites (SHCC) subjected to torsional loading and to combined torsional and axial loadingcitations
- 2021Carbonstäbe im Bauwesen – Teil 5: Einflussfaktoren auf das Verbundverhaltencitations
- 2020Zugtragverhalten von Carbonbeton unter Hochtemperaturbeanspruchungcitations
- 2020Entwicklung eines neuartigen Prüfverfahrens zur Untersuchung der Zugfestigkeit von Fasersträngen für textile Bewehrungsstrukturen
- 2020Small-scale plate tests with fine concrete in experiment and first simplified simulationcitations
- 2020An Experimental Investigation of the Behavior of Strain-Hardening Cement-Based Composites (SHCC) under Impact Compression and Shear Loadingcitations
- 2020The crack propagation velocity as a reason for the strain rate effect of concrete: An analytical modelcitations
- 2020Crack Propagation Velocity Determination by High-speed Camera Image Sequence Processingcitations
- 2019Faseroptische Sensoren zur kontinuierlichen Dehnungsmessung im Betoncitations
- 2019Tensile load bearing and bond behaviour of carbon reinforced concrete under cyclic loading
- 2019Application of parametric design tools for the roof of the C³ technology demonstration house - CUBE
- 2019Bond behaviour of reinforced concrete under high cycle fatigue pull-out loading
- 2018Parking slabs made of carbon reinforced concretecitations
- 2018Future applications in carbon reinforced concrete (CRC)
- 2018Zyklische Verbundversuche mit Carbonbetoncitations
- 2018A new testing method for textile reinforced concrete under impact loadcitations
- 2018Einaxialer Zugversuch für Carbonbeton mit textiler Bewehrung | Uniaxial tensile test for carbon reinforced concrete with textile reinforcementcitations
- 2017Numerical study of reinforced and prestressed concrete components under biaxial tensile stressescitations
- 2017Load-bearing behavior and efficiency of layered two-way slabs
- 2016Messtechnische Herausforderungen bei der Analyse von hochdynamischen Aufprallbeanspruchungencitations
- 2016Experiments to establish the loadbearing behaviour of lightweight sandwich beams using textile-reinforced and expanded polystyrene concretecitations
- 2015Numerical investigation of two-way layered lightweight concrete slabs
- 2009Material behavior of an ultra-high-performance concrete forming die for sheet metal hydroformingcitations
- 2008Development of ultra high performance concrete dies for sheet metal hydroformingcitations
- 2008Textile-reinforced concrete - The bridge between the textile industry and the construction sector
Places of action
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document
Bond behaviour of reinforced concrete under high cycle fatigue pull-out loading
Abstract
Due to the progressive research and advancement, high performance concrete becomes more important as construction material for structural engineering. This means that beside the questions after the ultimate limit state and serviceability under static loading, also the behaviour under high cyclic loading requires a secure prediction. Exemplary are wind exposed structures like wind power plants, which have to withstand up to N = 109 load reversals during service life. The presented study sets the focus on the bond behaviour between concrete and steel reinforcement under very high cyclic fatigue (N > 2·106) and the influence of compressive strength of concrete, loading frequency and loading velocity as well. Hence, an experimental program with about 110 static and cyclic tests with normal up to ultrahigh performance concrete and two different specimen types is in progress. To operate the experimental studies a test setup has been developed, which allows the simultaneous testing of two specimens. Depending on the static bond strength, the tensile cyclic loading will be applied with a defined lower stress level and different upper stress levels with a frequency from 5 up to 20 Hz. It is intended to detect and show the progress of deterioration by using the recorded bond stressslip-relation and the ratio of slip to number of load cycles. The test setup and the concept of the experimental studies will be shown as well as the results of the first test series.