Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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Materials Map under construction

The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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Naji, M.
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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (29/29 displayed)

  • 2015Finite element modelling of the biaxial behaviour of high-performance fibre-reinforced cement composites (HPFRCC) using Concrete Damaged Plasticitycitations
  • 2015Numerical and experimental study of Polyurethane foam used as core material in sacrificial cladding for blast mitigationcitations
  • 2015Detection and evaluation of cracks in the concrete buffer of the Belgian Nuclear Waste container using combined NDT techniquescitations
  • 2015Effective combination of DIC, AE, and UPV nondestructive techniques on a scaled model of the Belgian nuclear waste container1citations
  • 2015Explosive driven shock tube loading of aluminium plates: experimental study43citations
  • 2014Experimental bond behaviour between Textile Reinforced Cement and Concretecitations
  • 2014Digital Image Correlation, Acoustic Emission and Ultrasonic Pulse Velocity for the Detection of Cracks in the Concrete Buffer of the Belgian Nuclear Supercontainercitations
  • 2014Numerical Simulation Of The Bond Behaviour Between High-Performance Textile Reinforced Cement Composites And Concrete During The Double-Lap Shear Testcitations
  • 2012Influence of strain rate on tensile behavior of cementitious compositescitations
  • 2012Influence of strain rate on tensile behavior of cementitious composites: increasing speed in a static testcitations
  • 2010Comparative study of the quasi-static energy absorption of small-scale composite tubes with different geometrical shapes for use in sacrificial cladding structurescitations
  • 2009Experimental and numerical study of pultruded composite tubes under blast loadingcitations
  • 2004Construction and Experimental analysis of a Pedestrian Bridge with Concrete Deck and IPC Truss Girder3citations
  • 2003Design and Experimental Analysis of Modular Pedestrian Bridge with Concrete Deck and IPC Truss Girdercitations
  • 2003Numerical Design and Experimental Validation for a composite Bridge Structurecitations
  • 2003DIC for Deformation Assessment: a Case Studycitations
  • 2003Design, Numerical Analysis and Experimental Verification of an IPC Pedestrian Bridgecitations
  • 2002Deformation Analysis of a Modular Connection System by Digital Image Correlation10citations
  • 20023D Numerical Analysis of Modular Pedestrian Bridge with Concrete Deck and IPC Truss Girdercitations
  • 2001Study of Bolted Joints in Sandwich elements with Cementitious Composite Faces for Civil Engineering Applicationscitations
  • 2001Design Procedure and Validation tests for a Composite-Concrete Pedestrian Bridge Prototypecitations
  • 2001Stress computation methods for hybrid inorganic phosphate cement-concrete cross-sectioncitations
  • 2001Stress computation methods for hybrid inorganic phosphate cement–concrete cross-sectioncitations
  • 2001Behaviour of Sandwich Panels with E-glass Fibre Reinforced Cementitious Faces under Repeated Loadingcitations
  • 2001Testing of a Dowel Connection for a Bridge with a Concrete Deck and a Sandwich Panel Truss Structurecitations
  • 2000A new non-alkaline Cement Material Reinforced by Glass Fibres (IPC) for the Construction of Bridgescitations
  • 2000Stress Computation Methods for Hybrid IPC-Concrete Bridge Cross Sectioncitations
  • 2000The use of a new cementitious glass fibre reinforced composite in sandwich structures for building applicationscitations
  • 2000Modelling of a Modular Pedestrian Bridge composed of a Concrete Deck and a Truss Girder with IPC Sandwich Panelscitations

Places of action

Chart of shared publication
Remy, Olivier
1 / 25 shared
Tysmans, Tine
3 / 82 shared
Wozniak, Maciej
3 / 6 shared
Reymen, Bruno
1 / 10 shared
Belkassem, Bachir
2 / 25 shared
Louar, Mohamed Abderaouf
2 / 5 shared
Pyl, Lincy
5 / 60 shared
Iliopoulos, Sokratis
3 / 6 shared
Coppens, Erik
2 / 3 shared
Marcke, Philippe Van
3 / 4 shared
Areias, Lou
3 / 4 shared
Aggelis, Dimitrios G.
3 / 73 shared
Ousji, Hamza
1 / 6 shared
Spranghers, Ken
1 / 2 shared
Kakogiannis, Dimitrios
4 / 38 shared
Sutter, Sven De
2 / 17 shared
Tsangouri, Eleni
1 / 46 shared
Hemelrijck, Danny Van
1 / 19 shared
Ackeren, Johan Van
4 / 41 shared
Paepegem, Wim Van
4 / 64 shared
Wastiels, Jan
21 / 235 shared
Blom, Johan
2 / 36 shared
Palanivelu, Sivakumar
2 / 35 shared
Degrieck, J.
1 / 143 shared
Van Hemelrijck, Danny
3 / 126 shared
Giannopoulos, George
5 / 5 shared
Taerwe, Luc
11 / 17 shared
Roover, Cédric De
11 / 11 shared
Roover, Cedric De
1 / 1 shared
Croes, Kim
7 / 9 shared
Cuypers, Heidi
5 / 46 shared
Blontrock, Hendrik
4 / 5 shared
Banks, W. M.
1 / 1 shared
Gu, Jun
2 / 13 shared
Nurchi, Antonio
1 / 2 shared
Chart of publication period
2015
2014
2012
2010
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2000

Co-Authors (by relevance)

  • Remy, Olivier
  • Tysmans, Tine
  • Wozniak, Maciej
  • Reymen, Bruno
  • Belkassem, Bachir
  • Louar, Mohamed Abderaouf
  • Pyl, Lincy
  • Iliopoulos, Sokratis
  • Coppens, Erik
  • Marcke, Philippe Van
  • Areias, Lou
  • Aggelis, Dimitrios G.
  • Ousji, Hamza
  • Spranghers, Ken
  • Kakogiannis, Dimitrios
  • Sutter, Sven De
  • Tsangouri, Eleni
  • Hemelrijck, Danny Van
  • Ackeren, Johan Van
  • Paepegem, Wim Van
  • Wastiels, Jan
  • Blom, Johan
  • Palanivelu, Sivakumar
  • Degrieck, J.
  • Van Hemelrijck, Danny
  • Giannopoulos, George
  • Taerwe, Luc
  • Roover, Cédric De
  • Roover, Cedric De
  • Croes, Kim
  • Cuypers, Heidi
  • Blontrock, Hendrik
  • Banks, W. M.
  • Gu, Jun
  • Nurchi, Antonio
OrganizationsLocationPeople

document

Effective combination of DIC, AE, and UPV nondestructive techniques on a scaled model of the Belgian nuclear waste container

  • Iliopoulos, Sokratis
  • Coppens, Erik
  • Marcke, Philippe Van
  • Areias, Lou
  • Pyl, Lincy
  • Aggelis, Dimitrios G.
  • Vantomme, Johnny
Abstract

Protecting the environment and future generations against the potential hazards arising from high-level and heat emitting radioactive waste is a worldwide concern. Following this direction, the Belgian Agency for Radioactive Waste and Enriched Fissile Materials has come up with the reference design which considers the geological disposal of the waste in purely indurated clay. In this design the wastes are first post-conditioned in massive concrete structures called Supercontainers before being transported to the underground repositories. The Supercontainers are cylindrical structures which consist of four engineering barriers that from the inner to the outer surface are namely: the overpack, the filler, the concrete buffer and possibly the envelope. The overpack, which is made of carbon steel, is the place where the vitrified wastes and spent fuel are stored. The buffer, which is made of concrete, creates a highly alkaline environment ensuring slow and uniform overpack corrosion as well as radiological shielding. In order to evaluate the feasibility to construct such Supercontainers two scaled models have so far been designed and tested. The first scaled model indicated crack formation on the surface of the concrete buffer but the absence of a crack detection and monitoring system precluded defining the exact time of crack initiation, as well as the origin, the penetration depth, the crack path and the propagation history. For this reason, the second scaled model test was performed to obtain further insight by answering to the aforementioned questions using the Digital Image Correlation, Acoustic Emission and Ultrasonic Pulse Velocity nondestructive testing techniques.

Topics
  • impedance spectroscopy
  • surface
  • Carbon
  • corrosion
  • crack
  • steel
  • ultrasonic
  • acoustic emission