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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Delft University of Technology

in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (5/5 displayed)

  • 2023Notched Beam Test for SHCC-Concrete Interfacecitations
  • 2023Shear behaviour of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete (UHPFRC)11citations
  • 2022Quantification of Concrete-Concrete Interface Strength – A Reviewcitations
  • 2022Experimental and numerical investigation on the role of interface for crack-width control of hybrid SHCC concrete beams19citations
  • 2020Effect Of Interface Treatment On The Cracking Behaviour Of Hybrid SHCC (Strain Hardening Cementitious Composite) Concrete Beamscitations

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Harrass, Othman
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Luković, Mladena
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Grunewald, Steffen
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Gu, Dawei
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Huang, Yitao
1 / 3 shared
Schlangen, Erik
2 / 452 shared
Hordijk, D.
1 / 2 shared
Singh, S.
2 / 30 shared
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2023
2022
2020

Co-Authors (by relevance)

  • Harrass, Othman
  • Luković, Mladena
  • Grunewald, Steffen
  • Gu, Dawei
  • Huang, Yitao
  • Schlangen, Erik
  • Hordijk, D.
  • Singh, S.
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article

Shear behaviour of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete (UHPFRC)

  • Grunewald, Steffen
  • Gu, Dawei
  • Mustafa, Shozab
  • Luković, Mladena
  • Huang, Yitao
Abstract

Ultra-high performance fiber reinforced concrete (UHPFRC) is an advanced cementitious composite with high compressive strength and low permeability. Due to its excellent mechanical properties and superior durability, UHPFRC is considered promising for strengthening of the existing concrete bridges. In order to examine its strengthening efficiency for shear capacity, an experimental study is carried out on shear-deficient beams without stirrups. Strengthening method comprising precast UHPFRC laminates being glued with epoxy resin on two lateral sides of the reinforced concrete beams, is examined. To investigate the robustness of the system under severe exposure conditions, some beams are subjected to freeze-thaw (FT) cycles. Beams are tested to failure under three-point bending configuration. Test results show that for epoxy resin bonding, UHPFRC shear strengthening is a promising method to increase the load and deformational capacity, and to limit the crack openings. The load capacity is doubled, and the deformational capacity is increased by around 60%. After exposure to 30 FT cycles, the strengthening efficiency and fracture behaviour of UHPFRC composite beams seem not to be affected. It seems that the interfacial bond strength is sufficient to prevent premature debonding between UHPFRC and NC, which under combined action of environmental exposure (e.g. FT) and mechanical loading might become a challenge. Finally, a finite element model is developed to predict and understand the shear behaviour of the reference and strengthened beams. In general numerical results show good agreement with the experimental results in terms of failure pattern and peak load prediction once the perfect bond model is used for the interface between UHPFRC and NC. In order to better understand the role of governing parameters on the shear capacity of the composite member, parametric studies are conducted focusing on the role of varying UHPFRC softening behaviour and UHPFRC-concrete interface properties. ; Concrete Structures

Topics
  • impedance spectroscopy
  • crack
  • strength
  • composite
  • permeability
  • durability
  • interfacial
  • resin