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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Puttonen, Jari

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Aalto University

in Cooperation with on an Cooperation-Score of 37%

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Publications (15/15 displayed)

  • 2024Size-Effect induced by cold-forming on the Strength of a HSS Truss Jointcitations
  • 2023Combined NDT methods to determine the variations in compressive strength throughout concrete structurescitations
  • 2023Determining the Location of Steel Reinforcement in Thick Concrete Walls by Non-Destructive Inspectioncitations
  • 2021Post-Fire Mechanical Properties of Steel S900MC1citations
  • 2021Factors affecting the performance of ventilation cavities in highly insulated assemblies6citations
  • 2021Factors affecting the performance of ventilation cavities in highly insulated assemblies6citations
  • 2020Experimental studies on mechanical properties of S700 MC steel at elevated temperatures34citations
  • 2019Design, construction, and NDT of a mock-up for reinforced concrete walls in NPPcitations
  • 2018Mock-up wall for NDT&E of NPP thick-walled reinforced concrete structurescitations
  • 2018Mock-up wall for non-destructive testing and evaluation of thick reinforced concrete structures in nuclear power plantscitations
  • 2018Response of high-strength steel beam and single-storey frame in fire : Numerical simulation17citations
  • 2017“NDT MATRIX” - A Tool for Selecting Non-Destructive Testing Methods for NPP Concrete Structurescitations
  • 2016Selection Matrix for Non-Destructive Testing of NPP Concrete Structurescitations
  • 2013Condition assessments and corrosion measurements of cooling water chambers in a nuclear power plantcitations
  • 2013Condition assessments and corrosion measurements of cooling water chambers in a nuclear power plantcitations

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Saremi, Pooya
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Lu, Wei
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Ferreira, Miguel
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Al-Neshawy, Fahim
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Shakil, Saani
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Abebe, Zemenu
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Viljanen, Klaus
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Lü, Xiaoshu
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Lu, Xiaoshu
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Ferreira, Rui Miguel
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Ferreira, M.
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Sistonen, Esko
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Piironen, Jukka
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Co-Authors (by relevance)

  • Saremi, Pooya
  • Lu, Wei
  • Ferreira, Miguel
  • Al-Neshawy, Fahim
  • Shakil, Saani
  • Abebe, Zemenu
  • Viljanen, Klaus
  • Lü, Xiaoshu
  • Lu, Xiaoshu
  • Effner, Ute
  • Ferreira, Rui Miguel
  • Ojala, Teemu
  • Niederleithinger, Ernst
  • Sjöblom, Ville
  • Bohner, Edgar
  • Ferreira, M.
  • Sistonen, Esko
  • Vesikari, Erkki
  • Piironen, Jukka
OrganizationsLocationPeople

article

Post-Fire Mechanical Properties of Steel S900MC

  • Puttonen, Jari
  • Shakil, Saani
  • Abebe, Zemenu
  • Lu, Wei
Abstract

This paper discusses mechanical properties after one heating and cooling cycle using experimental tests. The material tested was steel S900MC, which has the nominal yield strength of 900 N/mm2. The specimens were tested with being first heated up inside a furnace to a pre-defined temperature, then cooled down to the room temperature. I n order to study the effects of cooling rates on mechanical properties, two different cooling methods were used: cooling inside furnace, and cooling in the air.<br/><br/>The results indicated a clearly reduction of the strength when the steel was cooled from the temperature above 500 °C. The steel reduced 40% of its yield strength after cooled from 700°C, while only 20% remained when cooled from 900°C. The elastic modulus was regained to its original value after the steel was cooled from temperatures below 500°C, whereas about 80% was regained when the steel was cooled from 900°C. Cooling temperatures between 700°C and 900°C produced a large scatter among all the mechanical properties. The cooling rate did not affect the mechanical properteis when the maximum temperature remains below 700 °C before the cooling starts. However, when exposed to an elevated temperature above 700°C the effect is visible. The air-cooled specimens had higher strength and lower ductility than furnace cooled specimens. The results of this study will help to evaluate the load-bearing capacity and reusability of the steel members after fire-exposure.<br/>

Topics
  • impedance spectroscopy
  • strength
  • steel
  • yield strength
  • ductility
  • furnace cooled