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- W2783171991 abstract "Timber members appear in structural assemblies unprotected or protected by a fire protectionsystem. Mostly passive fire protection systems are used which have the ability to delay the start ofcharring and decrease the charring rate as long the fire protection is attached to the structural element.Together with the failure time of a fire protection system the start of charring and the charring rate arecrucial parameters for the residual cross-section which is the dominating parameter for the load-bearingcapacity assessed in fire tests or calculation models as given in Eurocode. Calculation models arerequested since they allow the variation of building components and are cost effective compared to firetests. However, the accuracy of the load-bearing prediction under standard fire exposure is highlydepending on the input factors (start of charring, failure of the protection system and charring rate) forthe calculation of the residual cross-sections. Today no practical system is available to determine theseinput factors for fire protection system." @default.
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- W2783171991 date "2014-01-01" @default.
- W2783171991 modified "2023-09-22" @default.
- W2783171991 title "Fire protection of timber members - determination of the fire protection system characteristics for the verification of the load-bearing resistance by means of calculation models." @default.
- W2783171991 hasPublicationYear "2014" @default.
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