An Experimental Investigation of Mechanical Properties of Structural Cast Iron at Elevated Temperatures and after Cooling Down

Chrysanthos Maraveas, Yong Wang, Thomas Swailes, G Sotiriadis

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    Abstract

    This paper presents the results of an extensive experimental investigation of the mechanical properties of structural cast iron at elevated temperatures and after cooling down to room temperature. A total of 135 tests were carried out. The specimens were subjected to tension (83 tests), compression (48 tests) or were heated for measurement of the thermal expansion (4 tests). The tests in tension include 35 steady-state tests up to 900 °C, 32 transient tests (5 °C/min and 20 °C/min heating rates, applied stress from 20% to 80% of 0.2% proof stress) and 16 tests after cooling down (heated up to 800 °C and cooled down with two different methods: quenching and air flow cooling). 32 steady-state tests (up to 900 °C) and 16 transient tests (5 °C/min and 20 °C/min heating rates, applied stress from 50% to 120% of 0.2% proof stress) were carried out for specimens in compression. The paper evaluates and proposes elevated temperatures material models.
    Original languageEnglish
    Pages (from-to)340-352
    Number of pages12
    JournalFire Safety Journal
    Volume71
    Issue numberJanuary 2015
    DOIs
    Publication statusPublished - Jan 2015

    Keywords

    • mechanical properties
    • cast iron
    • high temperatures
    • stress strain temperature relationship
    • thermal expansion
    • residual strength

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