693.932 PEOPLE
| 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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article
Spallationsversuche von Faserbetonprobekörpern im Split-Hopkinson-Bar
Abstract
Spalling tests of fiber reinforced concrete in the split-Hopkinson-bar. The dynamic material parameters modulus of elasticity, tensile strength and fracture energy were determined on the basis of spalling tests in the split-Hopkinson-bar on fiber-reinforced concrete specimens. Concretes of the strength classes C20/25, C40/50 and C80/95 with steel fiber contents of 0 to 2.0 vol % and also with carbon and PP fibers in the strain rate range of about 15 to 25 1/s were investigated. The results show an increase in the dynamic tensile strength and the dynamic modulus of elasticity with increasing fiber content. The addition of fibers also leads to an enormous increase in the fracture energy compared to non-reinforced specimens, which is higher for the steel fibers compared to the carbon and PP fibers. With 1.0 vol % of steel fibers, a tenfold increase in the fracture energy was determined. Furthermore, it was found that the portion of the single fiber in the bond strength decreases with increasing fiber content, since the more difficult processability results in an inhomogeneous fiber distribution with worse bonding properties.