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Abstract

Most construction types are adversely affected by fire, if it occurs. If the construction is combustible, then the structure may burn down. But even if it is not combustible, a serious fire, especially a post-flashover fire, may result in major damage or even collapse. This is because few materials are available which can stand prolonged application of high temperatures without degradation or failure.

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Notes

  1. 1.

    There are other countries which use 20 or 30 min fire resistance ratings. It is understood that the purpose of such ratings is to allow for a minimum time period during which occupants can make a safe escape and fire services can complete their search. Such short ratings do not indicate that fires are expected to be only 20 or 30 min in duration.

  2. 2.

    No fire tests have been used or reported for durations over 4 h in the modern era, although some very long fire tests were being conducted in the 1890s and early 1900s.

  3. 3.

    It might be thought that this is not necessarily true, if the response of the test specimen to fire is highly non-linear, in that destruction is disproportionately higher at temperatures which exceed the ASTM E119 curve. However, in practice, no such materials have been identified.

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Correspondence to Vytenis Babrauskas .

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Babrauskas, V. (2022). A Twenty-First Century Approach to Fire Resistance. In: Naser, M., Corbett, G. (eds) Handbook of Cognitive and Autonomous Systems for Fire Resilient Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-98685-8_2

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  • DOI: https://doi.org/10.1007/978-3-030-98685-8_2

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