首页 | 本学科首页   官方微博 | 高级检索  
     


Flexural tensile tests with vertically perforated clay unit masonry with thin layer mortar / Biegezugversuche an Planziegelmauerwerk
Authors:Prof Dr‐Ing Ekkehard Fehling  Dr‐Ing Mohammed Ismail  Samer Samaan BSc  Dr‐Ing Udo Meyer
Affiliation:1. Kassel University, Kurt‐Wolters‐Stra?e 3, 34109 Kassel;2. Arbeitsgemeinschaft Mauerziegel, Schaumburg‐Lippe‐Stra?e 4, 53113 Bonn
Abstract: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.
Keywords:Biegezugfestigkeit    nnbettmö  rtel  Planziegel  Eurocode 6  DIN EN 1052‐2  Flexural tensile strength  thin layer mortar  precision bricks  Eurocode 6  DIN EN 1052‐2  Berechnung/Bemessung ‐ analysis/design  Prü  fverfahren ‐ testing methods
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号