MODELLING OF MASONRY UNDER HORIZONTAL LOADS

被引：0

作者：

Schmidt, U. ^{[1
]}

Brameshuber, W. ^{[2
]}

机构：

[1] Mat Prufungs & Versuchsanstalt Neuwied GmbH, Neuwied, Germany

[2] Rhein Westfal TH Aachen, Inst Bldg Mat Res Ibac, Aachen, Germany

来源：

INTERNATIONAL RILEM CONFERENCE ON MATERIAL SCIENCE (MATSCI), VOL II: HETMAT MODELLING OF HETEROGENEOUS MATERIALS | 2010年 / 76卷

关键词：

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

To characterise the flexural load bearing behaviour of masonry, a numerical model was developed and calibrated on wall tests. Extensive parameter studies were performed varying the previously determined material laws of the masonry units and the geometric properties (overlap, masonry thickness). On the basis of the numerical results, a calculation equation could be derived. The failure mechanisms could be comprehended by means of the stress distributions in the wall section.

引用

页码：125 / +

页数：2

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