Analysis of masonry structures: review of and recent trends in homogenization techniquesThis article is one of a selection of papers published in this Special Issue on Masonry.

Canadian Journal of Civil Engineering - Tập 34 Số 11 - Trang 1443-1457 - 2007
Paulo B. Lourénço1,2,3, Gabriele Milani1,2,3, Antonio Tralli1,2,3, A. Zucchini1,2,3
1Associate Professor, Department of Civil Engineering, University of Minho, Azurém, 4800-058 Guimarães, Portugal.
2ENEA, FIS.MET, v. Don Fiammelli, 2, 40129 Bologna, Italy.
3University of Ferrara, Via Saragat 1, 44100 Ferrara, Italy

Tóm tắt

The mechanics of masonry structures have been underdeveloped for a long time in comparison with other fields of knowledge. Presently, nonlinear analysis is a popular field in masonry research and homogenization techniques play a major role despite the mathematical and conceptual difficulties inherent to this approach. This paper addresses different homogenization techniques available in published literature, aiming at defining a first catalogue and at discussing the advantages and disadvantages of the different approaches. Finally, special attention is given to a micromechanical based model and a model based on a polynomial expansion of the microstress field. These seem promising and accurate strategies for advanced structural analysis.

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Thông tin xuất bản

Canadian Journal of Civil Engineering

Tập 34 Số 11

1443-1457

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