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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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Luković, Mladena
Delft University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (44/44 displayed)
- 2024Structural behaviour of reinforced concrete beams with self-healing cover zone as lost formworkcitations
- 2023Long-Term Mechanical and Durability Behaviour of Two Alkali-Activated Types of Concrete
- 2023Notched Beam Test for SHCC-Concrete Interface
- 2023Strengthening of Reinforced Concrete Beams with Ultra-high Performance Fiber-Reinforced Concrete in Shearcitations
- 2023Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams
- 2023Strain Hardening Cementitious Composite in Reinforced Concrete Cover Zone for Crack Width Control
- 2023Shear behaviour of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete (UHPFRC)citations
- 2023Multiscale analysis of long-term mechanical and durability behaviour of two alkali-activated slag-based types of concretecitations
- 2023Structural performance of reinforced concrete beams with self-healing cover zonecitations
- 2023The role of eigen-stresses on apparent strength and stiffness of normal, high strength, and ultra-high performance fibre reinforced concretecitations
- 2022Quantification of Concrete-Concrete Interface Strength – A Review
- 2022Strengthening of concrete structures with ultra high performance fiber reinforced concrete (UHPFRC)citations
- 2022Experimental and numerical investigation on the role of interface for crack-width control of hybrid SHCC concrete beamscitations
- 2021Static and dynamic testing of delamination in hybrid SHCC/concrete beamscitations
- 2020Cementitious cellular composites with auxetic behaviorcitations
- 2020Scheurvorming in jong beton
- 2020Tunable mechanical behavior of auxetic cementitious cellular composites (CCCs)citations
- 2020Effect Of Interface Treatment On The Cracking Behaviour Of Hybrid SHCC (Strain Hardening Cementitious Composite) Concrete Beams
- 2019Strain-Hardening Cementitious Composite (SHCC) For Durable Concrete Repair
- 2019Strain hardening cementitious composite (SHCC) for crack width control in reinforced concrete beams
- 2018Mechanical properties of ductile cementitious composites incorporating microencapsulated phase change materialscitations
- 2018Strain hardening cementitious composite (SHCC) layer for the crack width control in reinforced concrete beam
- 2018Brittleness of high-strength lightweight aggregate concrete
- 2018Effect of natural carbonation on the pore structure and elastic modulus of the alkali-activated fly ash and slag pastescitations
- 2018Development and application of an environmentally friendly ductile alkali-activated compositecitations
- 2017Development of ductile cementitious composites incorporating microencapsulated phase change materialscitations
- 2017Moisture movement in cement-based repair systems monitored by X-ray absorption
- 2017Moisture movement in cement-based repair systems monitored by X-ray absorption
- 2017Failure modes in concrete repair systems due to ongoing corrosioncitations
- 2017Failure Modes in Concrete Repair Systems due to Ongoing Corrosioncitations
- 2016Interactie beton en reparatiemiddel (1)
- 2016Towards slender, innovative concrete structures for replacement of existing viaducts
- 2016A 3D lattice modelling study of drying shrinkage damage in concrete repair systemscitations
- 2016Cracking of SHCC due to reinforcement corrosioncitations
- 2016A comparison between ultra-high-strength and conventional high-strength fastener steelscitations
- 2016Interactie beton en reparatiemiddel (2)
- 2015Using nano-indentation and microscopy to obtain mechanical properties
- 2014Modeling of concrete cover cracking due to reinforcement corrosion
- 2014Decorative application of strain-hardening cementitious composites
- 2014A modelling study of drying shrinkage damage in concrete repair systems
- 2014SHCC3: Strain Hardening Cementitious Composites
- 2014Damage induced by continued corrosion in concrete repair systems
- 2013Lattice modeling of cover cracking due to reinforcement corrosion
- 2013Micromechanical study of the interface properties of concrete repair systems
Places of action
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article
Effect of natural carbonation on the pore structure and elastic modulus of the alkali-activated fly ash and slag pastes
Abstract
The aim of this paper was to investigate the effect of natural carbonation on the pore structure, and elastic modulus (E m ) of alkali-activated fly ash (FA) and ground granulated blast furnace slag (GBFS) pastes after one year of exposure in the natural laboratory conditions. The chemical changes due to carbonation were examined by X-ray diffraction (XRD), scanning electron microscope/energy-dispersive X-ray (SEM−EDX) and attenuated total reflectance Fourier transformed infrared spectroscopy (ATR-FTIR). Subsequently, the pore structure and E m of the degraded material were tested by mercury intrusion porosimetry (MIP), nitrogen (N 2 ) adsorption, and nanoindentation. The chemical degradation of alkali-activated pastes due to natural carbonation is showed to be dependent on the GBFS content and their pore structure development. It was found that the pure alkali-activated GBFS paste was not carbonated at all within the tested period due to fine gel pore structure. On the other hand, carbonation of the gel in the pastes consisting FA and GBFS generated significant mineralogical and microstructural changes. The extensive decalcification of the gel was reflected in the increase of nanoporosity. Consequently, the E m of the carbonated pastes decreased. This study suggests that the degradation of alkali-activated FA and GBFS pastes due to carbonation may be accurately evaluated through micromechanical properties measurements rather than only by testing alkalinity of the pore solution and corrosion of reinforcement such as commonly studied carbonation effect in the ordinary Portland cement (OPC)-based materials. ; Materials and Environment ; Concrete Structures