A platform for research: civil engineering, architecture and urbanism
NSCD discrete element method for modelling masonry structures
The aim of this paper is to present a discrete element approach for the study of stonework. In the present work, a masonry structure is considered as a collection of rigid or deformable blocks, interacting together by contact laws. In this paper, the authors use the non-smooth contact dynamics (NSCD) resolution method mainly used for the modelling of granular media. In the considered masonry structures the authors define, on an elementary cell, average local strain and stress tensors. These definitions are valid under dynamical loading of the structure, taking into account rotations. The authors present their use on academic and on real masonry structures.
NSCD discrete element method for modelling masonry structures
The aim of this paper is to present a discrete element approach for the study of stonework. In the present work, a masonry structure is considered as a collection of rigid or deformable blocks, interacting together by contact laws. In this paper, the authors use the non-smooth contact dynamics (NSCD) resolution method mainly used for the modelling of granular media. In the considered masonry structures the authors define, on an elementary cell, average local strain and stress tensors. These definitions are valid under dynamical loading of the structure, taking into account rotations. The authors present their use on academic and on real masonry structures.
NSCD discrete element method for modelling masonry structures
Modellierung der Dynamik unstetiger Kontakte in Mauerwerken mit der Diskrete-Elemente-Methode
Chetouane, Brahim (author) / Dubois, F. (author) / Vinches, M. (author) / Bohatier, C. (author)
2005
30 Seiten, 35 Quellen
Article (Journal)
English
Discrete Modelling of Excavation in Fractured Rock by NSCD Method
British Library Online Contents | 2016
|Analysis of masonry structures by discrete finite element method
British Library Conference Proceedings | 2005
|