z-logo
Premium
Background of the values for compressive strength of masonry acc. to EC 6 – evaluation of data / Hintergrund der Druckfestigkeitswerte für Mauerwerk im Eurocode 6 – Datenauswertung
Author(s) -
Jäger Wolfram,
Pech Anton
Publication year - 2014
Publication title -
mauerwerk
Language(s) - English
Resource type - Journals
eISSN - 1437-1022
pISSN - 1432-3427
DOI - 10.1002/dama.201400629
Subject(s) - masonry , eurocode , structural engineering , compressive strength , mortar , table (database) , engineering , computer science , mathematics , geotechnical engineering , data mining , geology , materials science , composite material , oceanography
Abstract In accordance with EN 1996‐1‐1 [1] the compressive strength of masonry is determined with the help of power functions. For this purpose, the standard includes values in Table 3.3 which were established by evaluating available test values in 2001/2002. In this article the theoretical background for the evaluation of the database is explained and a practical procedure is introduced which was applied at the time in order to be able to list values in EN 1996‐1‐1. This article does not discuss individual combinations of masonry units and mortar. It only presents in summary the methodology and the underlying mathematical basis. The purpose of this contribution is to provide the countries in need of specific evaluations support for the anticipated update and adaptation of EC 6.

This content is not available in your region!

Continue researching here.

Having issues? You can contact us here