A. Simone, B. Vandoren, K. De Proft, L.J. Sluys (2013). "Modelling Crack Initiation and Propagation in Masonry using the Partition of Unity Method." In Proceedings of FraMCoS 8, Toledo, Spain.
A. Simone, B. Vandoren, K. De Proft, L.J. Sluys. "Modelling Crack Initiation and Propagation in Masonry using the Partition of Unity Method." Paper presented at FraMCoS 8, Toledo, Spain, 2013.
A. Simone, B. Vandoren, K. De Proft, L.J. Sluys, "Modelling Crack Initiation and Propagation in Masonry using the Partition of Unity Method," in Proc. FraMCoS 8, Toledo, Spain, 2013.
@inproceedings{a-simone2013,
title = {Modelling Crack Initiation and Propagation in Masonry using the Partition of Unity Method},
author = {A. Simone, B. Vandoren, K. De Proft, L.J. Sluys},
year = {2013},
booktitle = {Proceedings of FraMCoS 8},
address = {Toledo, Spain},
}
TY - CPAPER
TI - Modelling Crack Initiation and Propagation in Masonry using the Partition of Unity Method
AU - A. Simone
AU - B. Vandoren
AU - K. De Proft
AU - L.J. Sluys
PY - 2013
T2 - Proceedings of FraMCoS 8
CY - Toledo, Spain
UR - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Modelling_Crack_Initiation_and_Propagation_in_Masonry_using_the_Partition_of_Uni.pdf
AB - 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.
ER -
