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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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Mechtcherine, Viktor
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (60/60 displayed)
- 2025Bond and cracking behavior of tailored limestone calcined clay cement-based composites including bicomponent polypropylene fibers with enhanced mechanical interlockingcitations
- 2024Use of Recycled and Virgin Carbon Fibers in Limestone Calcined Clay Cement Compositescitations
- 2024Multi-method characterization of 50-year-old mass concrete from the nuclear power plant Unterweser in Germany: A forensic approachcitations
- 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
- 2024Large-scale Monolithic Printing with Ready-Mixed Concrete: Challenges and Solutions
- 2024Employing limestone and calcined clay for preserving the strain-hardening response of PET fiber-reinforced cementitious compositescitations
- 2024Integration of Steel Reinforcement into Extrusion-Based 3D Concrete Printing of Monolithic Concrete Elements
- 2024Integrating continuous mineral-impregnated carbon fibers into digital fabrication with concretecitations
- 2023Ballistic limit and damage assessment of hybrid fibre-reinforced cementitious thin composite plates under impact loadingcitations
- 2023Direct assessment of the shear behavior of strain-hardening cement-based composites under quasi-static and impact loading: Influence of shear span and notch depthcitations
- 2023Interlaboratory study on rheological properties of cement pastes and reference substances: comparability of measurements performed with different rheometers and measurement geometries
- 2023Effect of surface profiling on the mechanical properties and bond behaviour of mineral-impregnated, carbon-fibre (MCF) reinforcement based on geopolymercitations
- 2023Improved Tensile and Bond Properties through Novel Rod Constructions Based on the Braiding Technique for Non-Metallic Concrete Reinforcementscitations
- 2023Mineral-impregnated carbon-fiber based reinforcing grids as thermal energy harvesters: A proof-of-concept study towards multifunctional building materialscitations
- 2023Hierarchical CNT-coated basalt fiber yarns as smart and ultrasensitive reinforcements of cementitious matrices for crack detection and structural health monitoringcitations
- 2023RILEM TC 266-MRP: round-robin rheological tests on high performance mortar and concrete with adapted rheology—rheometers, mixtures and procedurescitations
- 2023Recycled carbon fibers in cement-based composites: Influence of epoxide matrix depolymerization degree on interfacial interactionscitations
- 2023Investigation of helix-pultruded CFRP rebar geometry variants for carbon-reinforced concrete structurescitations
- 2023Micromechanical study on polypropylene-bicomponent fibers to improve mechanical interlocking for application in strain-hardening cement-based compositescitations
- 2023Robot-assisted Manufacturing Technology for 3D Non-metallic Reinforcement Structures in the Construction Applicationscitations
- 2022Macro and meso analysis of cement-based materials subjected to triaxial and uniaxial loading using X-ray microtomography and digital volume correlationcitations
- 2022On the shear behavior of mineral-bonded composites under impact loading
- 2022Properties and testing of printed cement-based materials in hardened statecitations
- 2022Properties and testing of printed cement-based materials in hardened statecitations
- 2022Influence of processing conditions on the mechanical behavior of mineral-impregnated carbon-fiber (MCF) made with geopolymercitations
- 2022Treatments of polypropylene bicomponent fibers to optimize their interlocking in concrete by micro-CaCO3 particle addition
- 2022An experimental-analytical scale-linking study on the crack-bridging mechanisms in different types of SHCC in dependence on fiber orientationcitations
- 2022Integrating mineral-bonded carbon fibers into 3D concrete printing
- 2022Joule heating as a smart approach in enhancing early strength development of mineral-impregnated carbon-fibre composites (MCF) made with geopolymercitations
- 2022Mix Design for a 3D-Printable Concrete with Coarse Aggregates and Consideration of Standardisationcitations
- 2021Impaktsicherheit von Baukonstruktionen durch mineralisch gebundene Kompositecitations
- 2021On the use of limestone calcined clay cement (LC<sup>3</sup>) in high-strength strain-hardening cement-based composites (HS-SHCC)citations
- 2021Mechanical behavior of strain-hardening cement-based composites (SHCC) subjected to torsional loading and to combined torsional and axial loadingcitations
- 2021Role of sizing agent on the microstructure morphology and mechanical properties of mineral-impregnated carbon-fiber (MCF) reinforcement made with geopolymerscitations
- 2021Joule heating as a smart approach in enhancing early strength development of mineral-impregnated carbon-fibre composites (MCF) made with geopolymercitations
- 2021Thermoelectric energy harvesting from single-walled carbon nanotube alkali-activated nanocomposites produced from industrial waste materialscitations
- 2021Diffusion of chlorides in cracked strain-hardening cement-based composites (SHCC)
- 2021Influence of fiber type on the tensile behavior of high-strength strain-hardening cement-based composites (SHCC) at elevated temperaturescitations
- 2020On the emergence of 3D printable Engineered, Strain Hardening Cementitious Composites (ECC/SHCC)
- 2020On the emergence of 3D printable Engineered, Strain Hardening Cementitious Composites (ECC/SHCC)citations
- 2020Interlaboratory study on rheological properties of cement pastes and reference substances: comparability of measurements performed with different rheometers and measurement geometries
- 2020Interlaboratory study on rheological properties of cement pastes and reference substances: comparability of measurements performed with different rheometers and measurement geometries
- 2020The role of zinc in metakaolin-based geopolymerscitations
- 2020Development and testing of fast curing, mineral-impregnated carbon fiber (MCF) reinforcements based on metakaolin-made geopolymerscitations
- 2020Electrical Joule heating of cementitious nanocomposites filled with multi-walled carbon nanotubescitations
- 2020Interlaboratory study on rheological properties of cement pastes and reference substances : comparability of measurements performed with different rheometers and measurement geometries
- 2020Computational micro-macro analysis of impact on strain-hardening cementitious composites (SHCC) including microscopic inertia
- 2020An Experimental Investigation of the Behavior of Strain-Hardening Cement-Based Composites (SHCC) under Impact Compression and Shear Loadingcitations
- 2020Crack Propagation Velocity Determination by High-speed Camera Image Sequence Processingcitations
- 2020Transparent model concrete with tunable rheology for investigating flow and particle-migration during transport in pipes
- 2018Multifunctional components from carbon concrete composites C³ - integrated, textile-based sensor solutions for in situ structural monitoring of adaptive building envelopescitations
- 2018Multifunctional components from carbon concrete composite C³ – integrated, textile-based sensor solutions for in situ structural monitoring of adaptive building envelopescitations
- 2012Nachbildung der Hydroabrasionsbeanspruchung im Laborversuchcitations
- 2012Hardening process of binder paste and microstructure developmentcitations
- 2011Einfluss von Rissen auf den Feuchtetransport in textilbewehrtem Beton
- 2011Mechanical Behaviour under Tensile Loading of Textile Reinforced Concrete with Short Fibres
- 2008Numerical modelling of fracture behaviour of cementitious materials
- 2008Effect of temperature and loading rate on fracture behaviour of concrete subjected to uniaxial tension
- 2008A stochastic type continuum model for analysis of fracture behaviour of cementitious materials
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article
An Experimental Investigation of the Behavior of Strain-Hardening Cement-Based Composites (SHCC) under Impact Compression and Shear Loading
Abstract
The ductile behavior of strain-hardening cement-based composites (SHCC) under direct tensile load makes them promising solutions in applications where high energy dissipation is needed, such as in earthquakes, impacts by projectiles, or blasts. However, the superior tensile ductility of SHCC due to multiple cracking does not necessarily point to compressive and shear ductility. As an effort to characterize the behavior of SHCC under impact compressive and shear loading relevant to the aforementioned high-speed loading scenarios, the paper at hand studies the performance of a particular SHCC and its constituent, cement-based matrices using the split-Hopkinson bar method. For compression experiments, cylindrical specimens with a length-to-diameter ratio (l/d) of 1.6 were used. The selected length of the sample led to similar failure modes under quasi-static and impact loading conditions, necessary to a reliable comparison of the observed compressive strengths. The impact experiments were performed in a split-Hopkinson pressure bar (SHPB) at a strain rate that reached 110 s−1 at the moment of failure. For shear experiments, a special adapter was developed for a split-Hopkinson tension bar (SHTB). The adapter enabled impact shear experiments to be performed on planar specimens using the tensile wave generated in the SHTB. Results showed dynamic increase factors (DIF) of 2.3 and 2.0 for compressive and shear strength of SHCC, respectively. As compared to the non-reinforced constituent matrix, the absolute value of the compressive strength was lower for the SHCC. Contrarily, under shear loading, the SHCC demonstrated higher shear strength than the non-reinforced matrix.