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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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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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (5/5 displayed)

  • 2021Functionality And Mechanical Properties Of Steel Fibre Reinforced Concrete In Stemming Building Collapses In Nigeriacitations
  • 2017Effects of steel fibre-aggregate interaction on mechanical behaviour of steel fibre reinforced concrete14citations
  • 2016Distribution and orientation of steel fibres in steel fibre reinforced concretecitations
  • 2016Distribution and orientation of steel fibres in steel fibre reinforced concretecitations
  • 2016Influence of fibre aspect ratio and aggregate size on flexural performance of steel fibre reinforced concretecitations

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Chart of shared publication
Obas John, Prof. Ebohon
1 / 1 shared
Akinlolu, M.
1 / 1 shared
Haupt, C.
1 / 1 shared
Chiverton, John
1 / 1 shared
Williams, John
2 / 6 shared
Barnett, Stephanie Jayne
2 / 19 shared
Barnett, S. J.
2 / 4 shared
Williams, J. B.
2 / 2 shared
Nassif, A.
2 / 2 shared
Chart of publication period
2021
2017
2016

Co-Authors (by relevance)

  • Obas John, Prof. Ebohon
  • Akinlolu, M.
  • Haupt, C.
  • Chiverton, John
  • Williams, John
  • Barnett, Stephanie Jayne
  • Barnett, S. J.
  • Williams, J. B.
  • Nassif, A.
OrganizationsLocationPeople

document

Functionality And Mechanical Properties Of Steel Fibre Reinforced Concrete In Stemming Building Collapses In Nigeria

  • Ige, Olubisi
  • Obas John, Prof. Ebohon
  • Akinlolu, M.
  • Haupt, C.
Abstract

In Nigeria, building collapses is a common occurrence, and several factors have been advanced to explain the incidents, amongst these is the lack of understanding of the functionality and mechanical properties of steel fibre reinforced concrete. Such understandings can assist in stemming building collapses and attendant economic and social effects, particularly the health and safety of construction workers and occupants. This is achieved by understanding thefunctionality and mechanical properties of steel fibre reinforced concrete. As a way of demonstration, an efficient way to achieve this is to use thin short discrete steel fibres, this will allow, a multi-directional reinforcement, the process modifying and improving properties of the concrete, especially its ductility. Critical to this, is the understanding of the preference and selection of materials to make appropriate mixes for efficient result of steel fibre reinforced concrete. In other words, failure to pay attention to selection and use of materials will produce weak concrete structure and precipitating unwarranted disasters. This study investigates the effects of length and aspect ratio of steel fibres when mixed with different sizes of coarse aggregate on the workability and subsequently, on the mechanical properties of the material. Variables selected for the study were fibre lengths of 50 mm and 60 mm, aspect ratio of 45, 50 and 60, fibre dosages of 25 kg/m³, 40 kg/m³, 50 kg/m³ and 60 kg/m³ and maximum aggregate sizes of 10 mm and 20 mm. Mix proportions for the investigation were kept constant throughout the study. Slump test was performed on fresh concrete while compressive strength was measured using 100 mm cubes and flexural performance assessed through 150 mm x 150 mm x 600 mm prism. The experimental results confirm that the combination of geometry and maximum aggregate size in the mix has an important influence on the mechanical properties of hardened concrete. It is hoped that construction practitioners in Nigeria, and by extension, Africa, will evaluate their practices in light of this study.

Topics
  • impedance spectroscopy
  • strength
  • steel
  • ductility