In-plane and out-of-plane homogenisation of masonry

被引：67
|
作者：
Mistler, M.
Anthoine, A.
Butenweg, C.
机构：
[1] Univ Aachen, Rhein Westfal TH Aachen, Chair Struct Stat & Dynam, D-52074 Aachen, Germany
[2] Commiss European Communities, Joint Res Ctr, IPSC, ELSA, I-21020 Ispra, Italy
来源：
COMPUTERS & STRUCTURES | 2007年 / 85卷 / 17-18期
关键词：
masonry; homogenisation; out-of-plane behaviour; anisotropy; failure criterion; proportional loading;
D O I：
10.1016/j.compstruc.2006.08.087
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper explains how to derive numerically the mechanical characteristics of masonry from the mechanical properties of the constituents using the homogenisation technique. So far, this technique has been applied principally to the in-plane behaviour of masonry. This paper focuses on the generalization of the homogenisation procedure to the out-of-plane behaviour of masonry, in such a way that the in-plane (membrane) and out-of-plane (bending) characteristics of the homogeneous equivalent plate can be derived in one step. In particular, the presented procedure makes it possible to investigate the behaviour of a portion of a masonry wall under any load path combining in-plane and out-of-plane actions. (c) 2006 Civil-Comp Ltd. and Elsevier Ltd. All rights reserved.
引用
收藏
页码：1321 / 1330
页数：10
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