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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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Geiker, Mette Rica
Norwegian University of Science and Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (40/40 displayed)
- 2023X-ray micro-tomographic imaging and modelling of saline ice properties in concrete frost salt scaling experimentscitations
- 2020Durability of cracked SFRC exposed to wet-dry cycles of chlorides and carbon dioxide – Multiscale deterioration phenomenacitations
- 2019Coupled mass transport, chemical, and mechanical modelling in cementitious materials: A dual-lattice approach
- 2019Coupled mass transport, chemical, and mechanical modelling in cementitious materials: A dual-lattice approach
- 2019Sulfate resistance of calcined clay – limestone – Portland cementscitations
- 2019Screening Untreated Municipal Solid Waste Incineration Fly Ash for Use in Cement-Based Materials – Chemical and Physical Properties
- 2017Screening of Low Clinker Binders, Compressive Strength and Chloride Ingress
- 2017Coupled hygrothermal, electrochemical, and mechanical modelling for deterioration prediction in reinforced cementitious materials
- 2017Friedel's salt profiles from thermogravimetric analysis and thermodynamic modelling of Portland cement-based mortars exposed to sodium chloride solutioncitations
- 2016Experimental studies and thermodynamic modeling of the carbonation of Portland cement, metakaolin and limestone mortarscitations
- 2016Propagation of steel corrosion in concrete: Experimental and numerical investigationscitations
- 2015Multi-physical and multi-scale deterioration modelling of reinforced concrete part II: Coupling corrosion and damage at the structural scale
- 2015Multi-physics and multi-scale deterioration modelling of reinforced concrete part I: Coupling transport and corrosion at the material scale
- 2014Penetration of corrosion products and corrosion-induced cracking in reinforced cementitious materialscitations
- 2014Electrodialytically treated MSWI APC residue as substitute for cement in mortar
- 2014Penetration of corrosion products and corrosion-induced cracking in reinforced cementitious materials: Experimental investigations and numerical simulationscitations
- 2014Determination of ice content in hardened concrete by low-temperature calorimetry:Influence of baseline calculation and heat of fusion of confined watercitations
- 2014Observations on the electrical resistivity of steel fibre reinforced concretecitations
- 2012Measuring the corrosion rate of steel in concrete – effect of measurement technique, polarisation time and currentcitations
- 2012Numerisk modellering af formfyldning ved støbning i selvkompakterende beton
- 2011Modeling moisture ingress through simplified concrete crack geometries
- 2011The design of an instrumented rebar for assessment of corrosion in cracked reinforced concretecitations
- 2011A non-destructive test method to monitor corrosion products and corrosion-induced cracking in reinforced cement based materials
- 2011Monitoring reinforcement corrosion and corrosion-induced cracking using non-destructive x-ray attenuation measurementscitations
- 2011Monitoring reinforcement corrosion and corrosion-induced cracking using non-destructive x-ray attenuation measurementscitations
- 2009Modelling the influence of steel fibres on the electrical resistivity of cementitious composites
- 2008Microstructure engineering of Portland cement pastes and mortars through addition of ultrafine layer silicatescitations
- 2008Hydration of Portoguese cements, measurement and modelling of chemical shrinkage
- 2007Prediction of chloride ingress and binding in cement pastecitations
- 2007Computational modeling of concrete flow:General overviewcitations
- 2007The Wedge Splitting Test: Influence of Aggregate Size and Water-to-Cement Ratio
- 2007Effect of mixing on properties of SCC
- 2006Photogrammetric Assessment of Flexure Induced Cracking of Reinforced Concrete Beams under Service Loads
- 2006On the effect of mixing on property development of cement pastes
- 2006Preliminary investigation of the effect of air-pollution-control residue from waste incineration on the properties of cement paste and mortar
- 2005Corrosion of Steel in Concrete – Potential Monitoring and Electrochemical Impedance Spectroscopy during Corrosion Initiation and Propagation
- 2005The effect of form pressure on the air void structure of SCC
- 2004Axi-Symmetric Simulation of the Slump Flow Test for Self-Compacting
- 2003Chloride diffusion in partially saturated cementitious materialcitations
- 2002The effect of measuring procedure on the apparent rheological properties of self-compacting concretecitations
Places of action
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thesis
Numerisk modellering af formfyldning ved støbning i selvkompakterende beton
Abstract
The present thesis deals with numerical modelling of form filling with Self-Compacting Concrete (SCC). SCC differs from conventional concrete by its increased fluidity, which enables it to fill out the form work without any vibration. The benefits of casting with SCC as compared to conventional concrete may be a decreased construction time and a better working environment if the SCC is managed properly. However, also obstacles may arise from casting with SCC such as issues related to robustness, form work pressure, static segregation and flow induced aggregate migration, thus numerical modelling of form filling with SCC includes a lot of topics. In this thesis it is chosen to focus on the following three topics by the usage of Finite Difference Method (FDM) / Finite Volume Method (FVM) based Computational Flyid Dynamics (CFD) models developed in both FLOW-3D and MATLAB.<br/>The first investigation focussed on the complications involved with modelling a yield stress fluid with a bi-viscosity material model, which is a typical material model used when capturing the non-Newtonian flow behaviour of SCC. The study was carried out by comparing the numerical result and the yield stress based analytical solution of the LCPC-box test. The comparison showed that a relatively good agreement was obtained for both the FLOW-3D and MATLAB model. In addition, the study identified that the agreement improved when the initial viscosity was increased, thus it was impossible for the applied numerical models to be in full agreement with the analytical solution. Based on the investigation it was also found that the LCPC-box test is a highly recommended test to carry out in order to get a better understanding of the numerical settings' implication for a given CFD solver.<br/>Following this, two numerical approaches were developed to investigate their capability of predicting gravity induced aggregate migration in SCC castings. The two FDM/FVM based CFD models differentiated from each other by their aggregate representation, which was a discrete approach (one way momentum coupling) for one of them and a scalar approach for the other. It was found that it was less complicated to implement criteria for the model with the scalar aggregate representation. Subsequently, experimental results from an SCC-like model fluid casting and a real SCC casting were compared with numerical results from the model with the scalar aggregate representation and showed a good agreement. In the case of the SCC though, it was found out that a coupling back from the aggregates to the rheological parameters of the SCC was needed. The study showed also an obstacle for the scalar approach which was the need of a parameter dictating the viscosity of the surrounding fluid in which the aggregate settled. The parameter did not seem to change when changing the casting velocity, but only a future study will show how it changes with different mix compositions of the SCC and thereby finally judge the potential of numerically predicting gravity induced aggregate migration with this scalar approach.<br/>Finally, a single objective genetic algorithm was coupled to the numerical model with the scalar aggregate representation in order to investigate its applicability. Two studies were carried out with the objective to obtain a homogeneous aggregate distribution in a beam SCC casting. The primary difference between the two studies was the implementation of constraints that enabled more realistic and usable casting scenarios to be found. In both studies non-trivial casting scenarios were obtained, which indicated that the coupling between a numerical model capable of predicting gravity induced aggregate migration and an optimization algorithm can be a useful tool. An obstacle for the numerical model used in this study is the calculation time. In the case of evaluating a large vertical casting it was found that the simulation most likely would be too time consuming to finish the optimization study in a reasonable time, but that an algorithm which splits the pressure and velocity calculation may give the necessary calculation speed up.