Flexural tensile tests with vertically perforated clay unit masonry with thin layer mortar / Biegezugversuche an Planziegelmauerwerk | Mauerwerk

Flexural tensile tests with vertically perforated clay unit masonry with thin layer mortar / Biegezugversuche an Planziegelmauerwerk

Fachthemen - Mauerwerk Heft 5/2015

Seite: 355-362

Autoren: Fehling, Ekkehard, Ismail, Mohammed, Samaan, Samer, Meyer, Udo

DOI: 10.1002/dama.201500671

Stichworte: Biegezugfestigkeit, Dünnbettmörtel, Planziegel, Eurocode 6, DIN EN 1052-2, Flexural tensile strength, thin layer mortar, precision bricks, Eurocode 6, DIN EN 1052-2

Fachgebiete: Berechnung/Bemessung - analysis/design + Prüfverfahren - testing methods

As part of the EU project, INSYSME - INnovative SYStems for earthquake resistant Masonry Enclosures in reinforced concrete buildings - to optimise infill masonry the German project partners carried out an initial part of the project on flexural strength testing of high-tech clay block masonry in accordance with DIN EN 1052-2. In this a wide range of modern products was considered which at present is regulated in Germany by means of general building authority approvals. The test results show that the specifications for flexural tensile strength of high-tech clay block masonry in DIN EN 1996 are very conservative in most cases.

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Flexural tensile tests with vertically perforated clay unit masonry with thin layer mortar / Biegezugversuche an Planziegelmauerwerk

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