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EN 13381-11:2026

Test methods for determining the contribution to the fire resistance of structural members - Part 11: Applied reactive protection to solid steel bars in tension based on mechanically loaded fire tests

Edition date: 2026-04-22
In Force
Available languages: English, French
Summary: This document describes the test and assessment procedure for determining the contribution of reactive fire protection systems to the fire resistance of solid steel bars used as tension members, when exposed to the standard temperature/time curve specified in EN 1363-1. In special circumstances, where specified in National Building Regulations, there can be a need to subject reactive fire protection systems to a slow heating curve (smouldering fire) as defined in EN 1363-2. The corresponding test and assessment procedure are described in Annex E. The fire protection performance is determined by testing mechanically loaded steel bars in horizontal orientation. Information regarding the testing of additional unloaded specimens is given to assess the influence of the bar orientation and smouldering fire behaviour. The principles of the testing and assessment procedure can also be applied for other section shapes such as angles, channels and flats. This document does not include steel bars used as reinforcement in concrete construction. The document is applicable to steel bars up to a maximum diameter of 130 mm. In the case of rectangular bars, the maximum edge length shall be limited to 130 mm with a maximum aspect ratio of 2:1 against the shorter edge length. The test programme and the assessment are designed to cover: - a range of valid fire protection classification periods; - a range of thickness of the applied reactive fire protection system; - a range of steel bar dimensions and profiles; - a range of specified design temperatures; - a range of load utilisation factors in case of fire; - a range of bar orientation. This document also provides the assessment procedure, which prescribes how the analysis of the test data shall be made and gives guidance on the procedures by which interpolation shall be undertaken. The assessment procedure is used to establish: a) on the basis of data derived from mechanically loaded testing steel bar, any practical constraints on the use of the reactive fire protection system under fire test conditions (the physical performance); b) on the basis of the temperature data derived from testing steel bar the thermal properties of the reactive fire protection system (the thermal performance). The limits of applicability of the results of the assessment arising from the fire test are defined together with permitted direct application of the results to different steel types and sizes over the range of thicknesses of the applied reactive fire protection system tested.

Le présent document décrit le mode opératoire d'essai et d'évaluation permettant de déterminer la contribution des systèmes de protection réactive contre le feu à la résistance au feu des barres en acier pleines utilisées comme éléments précontraints, lorsqu'elles sont exposées à la courbe de température/temps normalisée spécifiée dans l'EN 1363 1. Dans des circonstances particulières, lorsque cela est spécifié dans le National Building Regulations (Règlement national du bâtiment), il peut être nécessaire de soumettre les systèmes de protection réactive contre le feu à une courbe d'échauffement lent (feu à combustion lente) telle que définie dans l'EN 1363 2. Le mode opératoire d'essai et d'évaluation correspondant est décrit à l'Annexe E. La performance de protection contre le feu est déterminée par l'essai des barres en acier soumises à une charge mécanique dans une direction horizontale. Des informations concernant l'essai d'éprouvettes supplémentaires non soumises à une charge sont données pour évaluer l'influence de la direction de la barre et le comportement du feu à combustion lente. Les principes de la procédure d'essai et d'évaluation peuvent également être appliqués à d'autres formes de sections telles que cornières, profils U et plates. Le présent document n'inclut pas les barres en acier utilisées comme armatures dans les constructions en béton. Le document s'applique aux barres en acier jusqu'à un diamètre maximal de 130 mm. Dans le cas des barres rectangulaires, la longueur maximale du bord est limitée à 130 mm avec un rapport d'aspect maximal de 2:1 par rapport à la longueur du bord la plus courte. Le programme d'essai et l'évaluation sont conçus pour couvrir : - une gamme de périodes de classification de la protection contre le feu valables ; - une gamme d'épaisseurs du système de protection réactive contre le feu appliqué ; - une gamme de dimensions et de profilés de barres en acier ; - une gamme températures de calcul spécifiées ; - une gamme de facteurs d'utilisation de la charge en cas d'incendie ; - une gamme de direction de la barre. Le présent document fournit également la procédure d'évaluation, qui prescrit la manière dont l'analyse des données d'essai est effectuée et donne des recommandations sur les procédures d'interpolation. La procédure d'évaluation est utilisée pour établir : a) sur la base des données obtenues à partir d'une barre en acier d'essai soumise à une charge mécanique, toutes les contraintes pratiques liées à l'utilisation du système de protection réactive contre le feu dans les conditions de l'essai au feu (la performance physique) ; b) sur la base des données de température obtenues à partir d'une barre en acier d'essai, les propriétés thermiques du système de protection réactive contre le feu (la performance thermique). Les limites d'applicabilité des résultats de l'évaluation résultant de l'essai au feu sont définies de même que l'application directe autorisée des résultats à différents types et tailles d'acier dans la gamme d'épaisseurs du système de protection réactive contre le feu appliqué soumis à l'essai.

Dieses Dokument beschreibt das Prüf- und Beurteilungsverfahren für die Bestimmung des Beitrags reaktiver Brandschutzsysteme zum Feuerwiderstand geschlossener Stahlstäbe, die als Elemente unter Zugbeanspruchung verwendet werden, wenn sie der in EN 1363 1 festgelegten Norm-Temperatur/Zeitkurve ausgesetzt sind. Unter besonderen Umständen, soweit in der nationalen Bauordnung festgelegt, kann es erforderlich sein, ein reaktives Brandschutzsystem einer langsamen Erhitzungskurve (Schwelbrand) nach EN 1363 2 auszusetzen. Die entsprechenden Prüf- und Beurteilungsverfahren werden in Anhang E beschrieben. Das Brandschutzverhalten wird durch Prüfung mechanisch beanspruchter Stahlstäbe in horizontaler Ausrichtung geprüft. Informationen zur Prüfung zusätzlicher unbeanspruchter Probekörper werden bereitgestellt, um den Einfluss der Ausrichtung des Stabs und das Schwelbrandverhalten zu beurteilen. Die Grundsätze des Prüf- und Beurteilungsverfahrens können außerdem auf andere Profilformen wie etwa Winkel, Kanäle und Flachstahl angewendet werden. Dieses Dokument beinhaltet keine Stahlstäbe, die in Betonkonstruktionen als Bewehrung eingesetzt werden. Das Dokument ist auf Stahlstäbe mit einem maximalen Durchmesser von 130 mm anwendbar. Im Fall rechteckiger Stäbe ist die maximale Kantenlänge auf 130 mm beschränkt und das maximale Seitenverhältnis gegenüber der kürzeren Seitenlänge muss 2 : 1 betragen. Das Prüfprogramm und die Beurteilung dienen dazu, Folgendes abzudecken: - einen Bereich gültiger Brandschutzklassifizierungs-Zeitspannen; - einen Dickebereich des angewendeten reaktiven Brandschutzsystems; - einen Bereich von Maßen und Profilen des Stahlstabs; - einen Bereich festgelegter Bemessungstemperaturen; - einen Bereich von Auslastungsfaktoren im Brandfall; - einen Bereich von Stabausrichtungen. Dieses Dokument beschreibt auch ein Beurteilungsverfahren, das vorschreibt, wie die Analyse der Prüfdaten durchzuführen ist und bietet eine Anleitung zu den Verfahren für die Interpolation. Ziel des Beurteilungsverfahrens ist es: a) mit Hilfe von durch Prüfung von mechanischen beanspruchten Stahlstäben ermittelten Prüfdaten Einschränkungen in der praktischen Anwendbarkeit des reaktiven Brandschutzsystems unter Brandbeanspruchung festzulegen (das physikalische Verhalten); b) mit Hilfe von durch Prüfung von Stahlstäben ermittelten Temperaturmesswerten die thermischen Eigenschaften des reaktiven Brandschutzsystems zu bestimmen (thermische Leistungsfähigkeit). Die Anwendungsgrenzen der aus Feuerprüfungen ermittelten Ergebnisse der Bewertung sowie die direkte Übertragbarkeit der Ergebnisse auf unterschiedliche Stahlarten und -größen für die verschiedenen Dicken des geprüften Brandschutzsystems werden festgelegt.

ICS: 13.220.50-Fire-resistance of building materials and elements
CTN: CEN/TC 127 - 6109

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