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- W2103647801 abstract "In diesem Beitrag werden Plattenversuche zur Bestimmung der Biegetragfähigkeit von textilbetonverstärkten Stahlbetonplatten vorgestellt. Hierzu wurden Stahlbetonplattenstreifen mit Stützweiten von 3 bis 7 m mit einer nachträglich aufgebrachten Textilbetonschicht verstärkt und im Vier-Punkt-Biegeversuch bis zum Bruch belastet. Ihre Tragfähigkeiten werden mit denen der unverstärkten Referenzplatten verglichen. Durch Variation der Anzahl an textilen Bewehrungslagen wird gezeigt, in welchem Maß die Biegetragfähigkeit von Stahlbetonplatten durch den Einsatz des Carbontextils erhöht werden kann, und die Verstärkungswirkung von Textilbeton nachgewiesen. Die experimentell ermittelten Tragfähigkeiten werden mit den vorab rechnerisch ermittelten verglichen. Durch die gute Übereinstimmung der Werte wird das Bemessungskonzept für Textilbetonverstärkungen bestätigt und nachgewiesen. Flexural behaviour of textile reinforced concrete slabs Flexuaral load experiments on RC slabs with additional textile strengthening are presented in this work. RC slabs of 3 to 7 m in length are subsequently strengthened with a layer of textile reinforced concrete (TRC) and loaded until rupture in four-point-flexural-tests. Their load bearing capacities are compared to the reference slabs without textile strengthening reinforcement. Varying the number of textile reinforcement layers, it is shown to what extent the flexural load bearing capacity of RC slabs can be increased by means of the carbon textile reinforcement. The strengthening effect of TRC is proved. The experimental results are compared to the ones calculated afore. The good agreement of the experimental and calculated results validates the design concept of TRC strengthening." @default.
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- W2103647801 date "2015-01-01" @default.
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- W2103647801 title "Biegetragverhalten von textilbetonverstärkten Platten" @default.
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- W2103647801 doi "https://doi.org/10.1002/best.201400117" @default.
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