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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 108
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping
Paper 80
Three-Dimensional Hybrid Parallel Homogenization of Transport Processes in Masonry T. Krejcí, J. Kruis, M. Šejnoha and T. Koudelka
Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic , "Three-Dimensional Hybrid Parallel Homogenization of Transport Processes in Masonry", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 80, 2015. doi:10.4203/ccp.108.80
Keywords: heat and moisture transfer, homogenization, masonry, periodic unit cell, finite element method, parallel computing.
Summary
Numerical modelling of coupled heat and moisture transport in masonry using the finite element method leads to huge number of degrees of freedom.
This is caused mainly by an effort to create a suitable finite element mesh in the mortar between stones
and their vicinity in order to capture the correct temperature and moisture distribution.
Such problems with too many degrees of freedom are hardly solvable on single processor computers.
One of possible solutions of the mentioned difficulties is an application of a multi-scale
approach. This paper presents a hybrid parallel method based on multi-scale analysis.
In the hybrid method, each macro-scopic integration point or each finite element
is connected with a certain meso-scopic problem represented by an appropriate periodic unit cell. The
solution of a meso-scale problem then provides effective parameters needed on the macro-scale. Such
an analysis is suitable for parallel computing because the meso-scale problems can be distributed among many processors and
the amount of transferred data is small. In
this regard, the master-slave strategy can be efficiently exploited.
Results of the computation are illustrated using a numerical analysis of the coupled heat and moisture transfer in the Charles Bridge in Prague.
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