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|Title: ||Modelling crack initiation and propagation in masonry using the partition of unity method|
|Authors: ||Vandoren, Bram|
De Proft, Kurt
Sluys, Lambertus Johannes
|Issue Date: ||2013|
|Citation: ||van Mier, J. G. M.; Ruiz, G.; Andrade, C.; Yu, R. C.; Zhang, X. X. (Ed.). Proceedings of the 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-8), p. 1558-1566|
|Abstract: ||A mesoscopic masonry model is presented using the partition of unity
finite element method. Joints are only explicitly introduced when a critical stress state is exceeded, resulting in a computationally more efficient procedure when compared to models in which all joints are a priori active. The performance of the presented model is demonstrated by several numerical examples.|
|Type: ||Proceedings Paper|
|Appears in Collections: ||Research publications|
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